| Validation - V - 1262 documents |
| [V0.00.00] Classifying of the Validation documentation |
| [V0.01.001] MODEL01 - title of the test case (sketch for a validation document) restricted access |
| [V0.01.002] MODEL02 - title of the test case (sketch for a validation short document) restricted access |
| [V1.01.100] ZZZZ100 – Functions and formulas |
| [V1.01.101] ZZZZ101 - Validation of the operators AFFE_CARA_ELEM and POST_ELEM |
| [V1.01.102] ZZZZ102 – Reading accelerogram and oscillator spectrum |
| [V1.01.103] ZZZZ103 - Impression des constantes numériques dépendant de la plate-forme |
| [V1.01.104] ZZZZ104 – Validation des variables de commandes en commandes éclatées avec des macro-éléments |
| [V1.01.105] ZZZZ105 – Validation informatique de la loi VISC_ENDO_LEMA |
| [V1.01.106] ZZZZ106 – Geometric criteria for DEFI_GROUP |
| [V1.01.107] RCCM01 - Operator POST_RCCM |
| [V1.01.108] ZZZZ108 - Test de l'interface Aster-MISS3D |
| [V1.01.110] ZZZZ110 - Validation of the operator PROJ_CHAMP / ELEM (in 2D and wired) |
| [V1.01.111] ZZZZ111 - Validation of the operator DEFI_CABLE_BP |
| [V1.01.112] ZZZZ112 - Cylinder with variable pressure. Validation of LIRE_PLEXUS |
| [V1.01.118] ZZZZ118 - non regression testing of INCLUDE_MATERIAU restricted access |
| [V1.01.119] ZZZZ119 - PROJ_CHAMP for 3D surfaces |
| [V1.01.120] ZZZZ120 - Calculation of a bolt-flange assembly |
| [V1.01.121] ZZZZ121 – Mesh adaptation with HOMARD |
| [V1.01.126] ZZZZ126 - Validation of the operator CREA_CHAMP OPERATION : 'ASSE' |
| [V1.01.127] ZZZZ127 - Validation of the keyword LIAISON_MAIL of the command AFFE_CHAR_MECA |
| [V1.01.128] ZZZZ128 - Validation of the operators LIRE_TABLE and IMPR_TABLE |
| [V1.01.129] ZZZZ129 - Validation de la commande CREA_RESU mot clé facteur PROL_RTZ |
| [V1.01.130] ZZZZ130 - Validation de la commande CREA_CHAMP/OPERATION = 'EVAL' / 'DISC' |
| [V1.01.131] ZZZZ131 - Validation de la commande CREA_RESU mot clé facteur PERM_CHAM |
| [V1.01.132] ZZZZ132 - Validation de non régression de la lecture de données MED |
| [V1.01.136] ZZZZ136 – Validation of POST_RELEVE_T |
| [V1.01.137] ZZZZ137 - Opérateur AFFE_CHAR_MECA et AFFE_CHAR_THER : validation des mots clés EVOL_CHAR, PRES_REP, FORCE_CONTOUR |
| [V1.01.150] SENSM03 - Sensitivity to mechanical nodal imposed forces in linear mechanics |
| [V1.01.151] SENST01 - Sensitivity in thermics |
| [V1.01.159] ZZZZ159 - Identification of an elastoplastic behavior law from a tensile test |
| [V1.01.161] ZZZZ161 – Data transfer with the MED format |
| [V1.01.162] SENSD02 - Sensitivity to material parameter in 3D isotropic harmonic dynamics |
| [V1.01.164] ZZZZ164 - Validation of the keyword TRANSLATION, ROTATION, MODI_BASE and ECHELLE of the MODI_MAILLAGE command |
| [V1.01.165] ZZZZ165 - LIRE_RESU in IDEAS format |
| [V1.01.166] ZZZZ166 - Calcul du flux en thermique |
| [V1.01.175] ZZZZ175 - Coupling Aster and HOMARD on a non-linear problem with STAT_NON_LINE |
| [V1.01.176] ZZZZ176 - Validation des opérateurs PRE_IDEAS, PRE_GMSH, PRE_GIBI, LIRE_RESU et IMPR_RESU |
| [V1.01.177] ZZZZ177 – Validation des opérations sur les tables |
| [V1.01.180] ZZZZ180 - Tests analytiques liés à la génération de signaux aléatoires avec GENE_FONC_ALEA |
| [V1.01.185] ZZZZ185 - Validation of the MODI_MAILLAGE command with SYMETRIE and of the PROJ_CHAMP command with DISTANCE_MAX |
| [V1.01.186] ZZZZ186 - Validation de l'opérateur IMPR_OAR |
| [V1.01.189] ZZZZ189 – Circumferential orientation by a Python loop |
| [V1.01.191] ZZZZ191 - Validation des opérateurs AFFE_CHAR_MECA et AFFE_CHAR_CINE dans le cas d'un déplacement imposé |
| [V1.01.196] VOCAB01 - Test fictif pour produire le vocabulaire du catalogue de commandes |
| [V1.01.200] ZZZZ200 - Test de RIGI_PARASOL et RIGI_MISS_3D |
| [V1.01.205] ZZZZ205 - Calculation of the kinetic energy of a rectangular plate |
| [V1.01.206] ZZZZ206 - Opérateur CREA_MAILLAGE : validation du mot clé QUAD_LINE |
| [V1.01.208] ZZZZ208 - Validation des méthodes d'extraction et de récupération des termes généralisés |
| [V1.01.213] ZZZZ213 - Validation des opérateurs AFFE_CHAR_MECA/AFFE_CHAR_CINE avec les solveurs LDLT/MULT_FRONT/GCPC |
| [V1.01.215] ZZZZ215 – Coupling Code_Saturne and Code_Aster in 3D |
| [V1.01.216] ZZZZ216 - Validation de STANLEY restricted access |
| [V1.01.218] ZZZZ218 - Validation de la commande MACR_ECREVISSE |
| [V1.01.219] ZZZZ219 - AFFE_CHAR_MECA : validation du mot-clé FACE_IMPO |
| [V1.01.221] ZZZZ221 - Validation d'un calcul de chainage thermo-hydradation |
| [V1.01.222] ZZZZ222 – Validation du mécanisme de surcharge d'AFFE_CHAR_CINE |
| [V1.01.223] ZZZZ223 - Validation CREA_RESU / ASSE and AFFE_MATERIAU / AFFE_VARC / FONC_INST |
| [V1.01.224] ERREU01 - Error messages verification for the subroutines CALCUL and PRERES |
| [V1.01.225] ERREU02 – Verification for missing control variables |
| [V1.01.226] PYNL01 – Numerical integration of the VMIS_ISOT_LINE behavior law with the CALCUL command |
| [V1.01.227] ZZZZ227 – Validation de la création de la carte de température de référence |
| [V1.01.228] ZZZZ228 - Validation des options PREP_VRC1 et PREP_VRC2 de l'opérateur CREA_RESU |
| [V1.01.229] ZZZZ229 - Validation of the command AFFE_CHAR_MECA / LIAISON_SOLIDE + TRAN + ANGL_NAUT |
| [V1.01.230] ZZZZ230 - Implementation of the "structural zoom" technique on a 2D problem |
| [V1.01.231] ZZZZ231 - Validation of the contact in initial geometry |
| [V1.01.233] ZZZZ233 – Validation du mot-clé FRAGILITE de la commande POST_DYNA_ALEA |
| [V1.01.234] ZZZZ234 - Reference values verification for the beams, rods, cables, discrete elements |
| [V1.01.235] PLEXU01 - Validation élémentaire de la commande CALC_EUROPLEXUS |
| [V1.01.236] ZZZZ236 – Validation du mot-clé RESTREINT de l'opérateur CREA_MAILLAGE |
| [V1.01.237] ZZZZ237 - Validation of LIAISON_UNIL and TOLE_APPA |
| [V1.01.238] ZZZZ238 - Déplacements normaux imposés sur des faces courbes d'hexaèdres à 20 et 27 noeuds |
| [V1.01.240] ZZZZ240 – Validation de EXTR_RESU/RESTREINT |
| [V1.01.241] ZZZZ241 – Validation du calcul des fonctions de transfert |
| [V1.01.242] PERF001 - Calculation of elastic hollow ring subjected to internal pressure |
| [V1.01.243] PERF002 - Calculation of a thermo-elastic hollow ring subjected to thermal loading |
| [V1.01.244] PERF003 - modes of a square plate clamped on two sides |
| [V1.01.245] PERF004 - Calculation of elastoplastic hollow ring subjected to internal pressure |
| [V1.01.246] PERF005 - Hertz contact between two hemispheres |
| [V1.01.247] PERF006 – Dynamic sub-structuring : thin plate resting on the edges |
| [V1.01.248] PLEXU02 – Vérification de la commande CALC_EUROPLEXUS en multi-domaine |
| [V1.01.249] ZZZZ249 – Validation de POST_ELEM/INTEGRALE |
| [V1.01.250] ZZZZ250 – Validation de ORIE_PEAU_2D/GROUP_MA_SURF et de ORIE_PEAU_3D/GROUP_MA_VOLU |
| [V1.01.251] PERF007 - Bâtiment de génie civil sous sollicitation sismique |
| [V1.01.252] PERF008 - Elastic computation of a dolly subjected to thermal loading |
| [V1.01.253] ZZZZ253 – Calcul non linéaire mécanique avec changement de maillage |
| [V1.01.254] ZZZZ254 – Validation du calcul de la matrice de masse avec une modélisation à gradient restricted access |
| [V1.01.255] ZZZZ255 - Validation of the TEST_MAIL option of the PROPA_FISS command |
| [V1.01.256] ZZZZ256 – Validation de la combinaison de matrices non symétriques |
| [V1.01.257] ZZZZ257 - Error estimation for quantities of interest in fracture mechanics |
| [V1.01.258] ZZZZ258 - Validation of the keyword ETAT_INIT STAT_NON_LINE |
| [V1.01.259] ZZZZ259 - Mesh adaptation and boundary following in 2D |
| [V1.01.260] ERREU07 - Error messages during a prohibited change of constitutive law |
| [V1.01.261] ZZZZ261 - Validation of PROJ_CHAMP for 2D fields |
| [V1.01.262] PERF009 – Computation of an elastic RIS pump |
| [V1.01.263] PERF010 - Elastic computation a dolly in parallel |
| [V1.01.264] ZZZZ264 - Validation de la commande POST_ENDO_FISS |
| [V1.01.265] ZZZZ265 - Validation de la commande DYNA_NON_LINE en parallèle |
| [V1.01.266] ZZZZ266 - Validation of the COOR_ELGA option of the CALC_CHAM_ELEM command |
| [V1.01.268] ZZZZ268 - Validation of POST_BORDET in 2D and 3D |
| [V1.01.269] PYNL02 - STAT_NON_LINE : separate comands for an elastic-plastic computation |
| [V1.01.271] ZZZZ271 - Validation of PROJ_CHAMP for 2D and 3D Gauss points fields |
| [V1.01.273] PERF011 - Calcul élastique d'un cylindre |
| [V1.01.274] ZZZZ274 - Validation of a non-symmetric discrete finite element for a linear static calculation using MECA_STATIQUE |
| [V1.01.275] DISTR01A - Example of parametric study |
| [V1.01.276] ERREU08 - Error message in case of interpenetration |
| [V1.01.277] ERREU03 - Detection of a simple singularity in MECA_STATIQUE |
| [V1.01.278] ERREU04 - Detection of a simple singularity with separate commands |
| [V1.01.279] ERREU05 - Verification of the recovery of fatal errors in STAT_NON_LINE |
| [V1.01.280] ERREU06 - Vérification du fonctionnement du NaN dans Code_Aster |
| [V1.01.282] ZZZZ282 - Validation of the definition of a crack on a grid DEFI_FISS_XFEM |
| [V1.01.283] ZZZZ283 - Validation of the use of a grid with a crack on an X-FEM mesh refined by HOMARD |
| [V1.01.284] ZZZZ284 - Validation of the CHAR_MECA_HYDR_R and CHAR_MECA_SECH_R options |
| [V1.01.285] ZZZZ285 - Validation of PROJ_CHAMP / Collocation |
| [V1.01.286] ZZZZ286 - Validation of movement imposed on an edge |
| [V1.01.287] ZZZZ287 - Validation of the POST_RUPTURE operator |
| [V1.01.288] PERF012 - Performance of elemental calculations in 3D |
| [V1.01.289] ZZZZ289 - Validation of the elemental matrices for the INCO elements |
| [V1.01.290] PERF013 - Performance of a modal analysis in parallel |
| [V1.01.291] ZZZZ291 - Validation of the NORME keyword of POST_ELEM |
| [V1.01.292] ZZZZ292 - Validation of SANS_GROUP_NO_FR |
| [V1.01.293] ZZZZ293 - Validation of the position of the sub-integration points of multi-fibers beams |
| [V1.01.294] ZZZZ294 - Validation of the position of the sub-integration points of 3D plates |
| [V1.01.295] ZZZZ295 - Validation of the position of the sub-integration points of 2D plates |
| [V1.01.296] ZZZZ296 - Validation of the position of the sub-integration points of pipes |
| [V1.01.297] ZZZZ297 – Validation du mot clef LIAISON_PROJ de la commande AFFE_CHAR_MECA |
| [V1.01.298] ZZZZ298 – Validation informatique de POST_K1_K2_K3 |
| [V1.01.299] ZZZZ299 - Vérification des repères locaux |
| [V1.01.301] SUPV001 - Vérification du fonctionnement de INCLUDE |
| [V1.01.302] SUPV002 - Vérification des catalogues de messages |
| [V1.01.303] ERREU09 - Validation du traitement des exceptions |
| [V1.01.304] ZZZZ304 – Projection d'un champ par éléments ELNO discontinu |
| [V1.01.305] ZZZZ305 – Validation de DEFI_CABLE_BP |
| [V1.01.306] ZZZZ306 – Vérification de PROJ_CHAMP / ECLA_PG |
| [V1.01.307] ZZZZ307 - Validation informatique du parallélisme des calculs élémentaires et des assemblages |
| [V1.01.308] ERREU10 - Validation de l'arrêt pour instabilité dans STAT_NON_LINE |
| [V1.01.309] ZZZZ309 - Validation des options topologiques ZONE_MAJ et TORE dans DEFI_GROUP |
| [V1.01.310] CRACK01 - Validation du Wizard Crack Analysis du module Aster de Salome-Meca |
| [V1.01.311] PERF014 – Contact entre deux plaques en parallèle |
| [V1.01.312] PLEXU03 – Validation des câbles de précontrainte dans CALC_EUROPLEXUS |
| [V1.01.313] ZZZZ313 - Test de vérification de numpy/lapack |
| [V1.01.314] ZZZZ314 – Validation informatique de DEFI_FOND_FISS |
| [V1.01.315] ZZZZ315 – Validation de la commande PROD_MATR_CHAM (matrice réelle) |
| [V1.01.316] SUPV003 – Test du superviseur |
| [V1.01.317] ZZZZ317 – Génération de signaux sismiques avec GENE_ACCE_SEISME |
| [V1.01.318] ZZZZ318 – Validation de la méthode SOUS_POINT_MATER de la commande PROJ_CHAMP |
| [V1.01.319] ZZZZ319 – Validation informatique de MACR_ADAP_MAIL |
| [V1.01.320] PLEXU05 – Plaque précontrainte de béton armé sous pression uniforme avec la loi GLRC_DAMAGE |
| [V1.01.321] EFICA01 - Recette graphique de l'outil Eficas |
| [V1.01.322] ZZZZ322 - Validation de la relecture au format MED d'un champ ELGA |
| [V1.01.323] ZZZZ323 – Validation de l'impression des repères locaux par IMPR_RESU/CONCEPT |
| [V1.01.324] ERREU11 – Validation de l'action REAC_PRECOND |
| [V1.01.325] ZZZZ325 – CALC_CHAMP / 'SIRO_ELEM' |
| [V1.01.326] ZZZZ326 - Validation de l'impression des sous-points au format MED |
| [V1.01.327] PERF015 - Test de performance pour la scalabilité des calculs élémentaires |
| [V1.01.328] ZZZZ328 – Validation de CALC_CHAMP / ENEL_ELEM |
| [V1.01.329] ERREU12 - Validation de CONTACT_INIT avec découpe |
| [V1.01.330] ZZZZ330 – Validation du calcul de l'énergie potentielle pour les éléments de poutres |
| [V1.01.331] ZZZZ331 - Validation de la définition des caractéristiques de coques/grilles par des fonctions de l'espace |
| [V1.01.332] ZZZZ332 - Validation de CREA_RESU/EVOL_VARC |
| [V1.01.333] ZZZZ333 – Validation de MODI_REPERE |
| [V1.01.334] ERREU13 – Validation de VERI_BORNE |
| [V1.01.335] ERREU14 - Test d'émission des messages d'erreur pour les variables de commande |
| [V1.01.336] ZZZZ336 – Validation de la prise en compte des variables de commandes aux sous-points |
| [V1.01.337] ZZZZ337 – Vérification d'INFO_MODE et de CALC_MODES parallèles |
| [V1.01.338] PERF016 – Performances d'INFO_MODE et de CALC_MODES parallèles |
| [V1.01.339] ZZZZ339 – Validation du calcul de G avec contraintes initiales en 3D |
| [V1.01.340] ZZZZ340 – Validation du mot-clé TEMP_CONTINUE pour AFFE_CHAR_THER |
| [V1.01.341] ZZZZ341 - Validation de la pression suiveuse fonction de l'espace |
| [V1.01.342] ZZZZ342 - Validation de ELAS_HYPER en petites perturbations |
| [V1.01.343] SUPV004 - Exécution des tests unitaires Python |
| [V1.01.344] ZZZZ344 – Validation du calcul des déviations angulaires dans DEFI_CABLE_BP |
| [V1.01.346] ZZZZ346 – Bifurcation d'une interface droite XFEM avec des éléments 2D quadratiques |
| [V1.01.347] ZZZZ347 – Validation des câbles frottants CABLE_GAINE |
| [V1.01.349] ZZZZ349 - Validation des champs ELGA et ELNO sur les éléments COQUE_3D |
| [V1.01.350] ZZZZ350 – Validation des mot-clés DIST_ESCL/DIST_MAIT avec une fonction du temps |
| [V1.01.351] ZZZZ351 - Validation de la commande ELIM_LAGR |
| [V1.01.352] ZZZZ352 – Validation du mot clé SOLVEUR / ELIM_LAGR = 'OUI' |
| [V1.01.353] ZZZZ353 - Validation du plugin de calcul de conduites forcées |
| [V1.01.354] ZZZZ354 - Validation de la commande MACR_ECREVISSE sur les options de frottement |
| [V1.01.355] ZZZZ355 - Validation de la commande MACR_ECREVISSE sur les options de transfert de chaleur |
| [V1.01.356] ZZZZ356 - Validation de la commande RAFF_GP |
| [V1.01.357] ASRUN01 - Validation du convertisseur de maillages |
| [V1.01.358] ZZZZ358 – Validation du mot-clé MODELE_THER de l'opérateur MODI_MODELE_XFEM |
| [V1.01.359] ZZZZ359 - Validation de la macro-commande POST_CZM_FISS / OPTION = 'TRIAXIALITE' |
| [V1.01.360] ZZZZ360 – Validation de la commande MODI_MAILLAGE / ABSC_CURV |
| [V1.01.361] ZZZZ361 - Cas de découpe dégénérés pour les éléments XFEM 3D quadratique |
| [V1.01.362] ZZZZ362 - Vérification de la cohérence des champs produits par le sous-découpage X-FEM |
| [V1.01.363] ZZZZ363 - Endommagement dynamique d'une éprouvette entaillée en AXIS |
| [V1.01.364] ZZZZ364 - Validation des grandes rotations |
| [V1.01.365] ZZZZ365 - Validation de la transformation d’un SIEF_R(3D) vers un SIEF_R(DKT) |
| [V1.01.366] ZZZZ366 - Test de validation d' IMPR_RESU et LIRE_RESU |
| [V1.01.367] ZZZZ367 – Validation du mot clé POST_INCR de COMPORTEMENT |
| [V1.01.368] PLEXU08 - Validation des nouvelles fonctionnalités de CALC_EUROPLEXUS |
| [V1.01.369] ZZZZ369 – Validation de l'option MASS_MECA pour les éléments MEMBRANE et GRILLE_MEMBRANE |
| [V1.01.370] PLEXU10 - Validation des câbles glissants et frottants dans CALC_EUROPLEXUS |
| [V1.01.371] SUPV005 - Test de la gestion d'erreur en MPI |
| [V1.01.372] PLEXU11 – Validation de l'utilisation des ressorts de sol dans CALC_EUROPLEXUS |
| [V1.01.373] PLEXU07 - Réponse transitoire d'une dalle en béton armé : modèle GLRC_DAMAGE |
| [V1.01.380] ZZZZ380 - Ajout de degrés de liberté fictifs pour les solveurs multigrilles restricted access |
| [V1.01.381] ZZZZ381 - Validation des concepts utilisant la structure de données multifibre |
| [V1.01.382] ZZZZ382 - Validation de CALC_CHAMP sur des poutres avec champs complexes |
| [V1.01.383] ZZZZ383 - Validation de la commande CREA_MAILLAGE / DECOUPE_LAC |
| [V1.01.384] ZZZZ384 – Validation du mot clef MASS_REP de la commande AFFE_CARA_ELEM |
| [V1.01.385] ZZZZ385 – Validation de LIAISON_SOLIDE en 2D et avec de grandes rotations |
| [V1.01.386] ZZZZ386 – Validation de LIAISON_SOLIDE en 3D et avec de grandes rotations |
| [V1.01.387] ZZZZ387 - Validation de la gestion des bornes dans l'interface MFront |
| [V1.01.388] ZZZZ388 - Validation de la projection sélective aux nœuds d'un champ de variables internes |
| [V1.01.389] ZZZZ389 - Validation de la relecture d'un champ de force surfacique dans LIRE_RESU |
| [V1.01.390] PERF017 – Interface en contact frottant avec X-FEM |
| [V1.01.391] PLEXU09 – Validation de VMIS_JOHN_COOK dans CALC_EUROPLEXUS |
| [V1.01.392] ZZZZ392 – Validation du concept mode_meca issu de CREA_RESU pour COMB_SISM_MODAL/MODE_CORR |
| [V1.01.393] ZZZZ393 - Pré-déformations par fonction pour plaques, grilles et membranes |
| [V1.01.394] ZZZZ394 – Vérification de PRE_EPSI pour les modélisations DKT et DKTG |
| [V1.01.395] ZZZZ395 - Vérification des opérateurs de réduction de modèle |
| [V1.01.396] ZZZZ396 – Vérification de l'ajustement des levels sets quadratiques pour les fissures segments |
| [V1.01.397] PERF018 - Contact entre une sphère incluse dans une sphère |
| [V1.01.399] ZZZZ399 – Fréquences d'un oscillateur harmonique quantique à une dimension |
| [V1.01.400] ZZZZ400 - Validation de la relecture d'un champ de variables internes avec plusieurs comportements dans LIRE_RESU au format MED |
| [V1.01.401] ZZZZ401 – Vérification des outils de renumérotation des solveurs linéaires directs |
| [V1.01.404] PLEXU13 – Validation de l’envoi d’un état initial dynamique par CALC_EUROPLEXUS |
| [V1.01.405] ZZZZ405 – Validation du modèle d’usure |
| [V1.01.406] ZZZZ406 - Validation de la fusion des charges dans l’opérateur CALC_G |
| [V1.01.407] ZZZZ407 – Validation de MACR_CARA_POUTRE avec TABLE_CARA= ' OUI ' |
| [V1.01.408] ZZZZ408 - Validation de la macro-commande LISS_SPECTRE |
| [V1.01.409] ZZZZ409 - Validation de l'interface entre code_aster et les lois de comportement au format UMAT |
| [V1.01.411] ZZZZ411 - Calcul des champs aux nœuds pour les éléments de structure |
| [V1.01.413] ZZZZ413 – Validation de l’impression au format MED des éléments à sous-points |
| [V1.01.414] ZZZZ414 - Vérification de la loi de HUJEUX sur un point matériel |
| [V1.02.001] CENTE01 - CENTENAIRE. Validation de POST_ELEM option WEIBULL restricted access |
| [V1.02.100] MAC3C01 - Coeur 'TEST' de 5 assemblages combustibles restricted access |
| [V1.02.101] SSEP001 - Calculation of the load limit of a pipe with a nonuniform thickness |
| [V1.02.102] SSEP002 - Calculation of the load limit of a curved pipe with a nonuniform thickness |
| [V1.02.103] MAC3C02 - Validation de la modélisation des lames d'eau en début de cycle restricted access |
| [V1.02.104] MAC3C03 - Gestion de la permutation des assemblages combustibles restricted access |
| [V1.02.105] MAC3C04 - Simulation numérique du comportement d'un assemblage combustible restricted access |
| [V1.03.118] PERFE01 – Non régression du calcul homogénéisé de type BZ de la plate-forme PERFECT |
| [V1.03.119] PERFE02 - Non régression du calcul de ténacité sur éprouvette CT de la plate-forme PERFECT |
| [V1.03.120] PERFE03 – Non régression du calcul de type agrégat de la plate-forme PERFECT |
| [V1.03.124] UMAT001 - Test of the Code_Aster Umat interface for linear thermo-elasticity |
| [V1.03.125] UMAT002 - Test of the Code_Aster Umat interface for linear elasticity under multiaxial loading |
| [V1.03.126] MFRON01 – Test de l'interface Code_Aster-MFront pour des lois élasto-visco-plastiques |
| [V1.03.127] MFRON02 – Test de l'interface Code_Aster-MFront pour des lois de comportement de béton et de sols |
| [V1.03.128] MFRON03 - Test de l'interface Code_Aster-MFront pour des lois cristallines |
| [V1.03.129] MFRON04 - Test de l'interface Code_Aster-MFront pour des lois avec métallurgie |
| [V1.03.130] MFRON05 – Test de l'interface Code_Aster-MFront pour des lois avec endommagement |
| [V1.03.131] ORT001 - Calcul unitaire de l'outil métier ORT restricted access |
| [V1.03.132] MFRON06 – Test de l'interface Code_Aster-MFront pour des lois avec métallurgie pour la simulation numérique du soudage |
| [V1.03.133] ICARE01 - Cas-test de couplage de modèles de code_aster + code_aster en quasi-statique restricted access |
| [V1.03.134] ICARE02 – Couplage non-intrusif : comportement non-linéaire restricted access |
| [V1.03.135] ICARE03 – Couplage non-intrusif : contact restricted access |
| [V1.04.101] GCPC001 - Eprouvette CTJ25 |
| [V1.04.102] GCPC002 - Eprouvette prismatique fissurée en 3D |
| [V1.04.111] MUMPS01 - Validation of the MUMPS solver |
| [V1.04.112] MUMPS02 – Validation du solveur MUMPS pour un modèle DPLAN_INCO_UPG |
| [V1.04.113] MUMPS03 - Validation du solveur MUMPS pour les matrices complexes |
| [V1.04.114] MUMPS04 - Validation de MUMPS avec une matrice non-symétrique restricted access |
| [V1.04.115] MUMPS05 - Validation du solveur MUMPS en parallèle avec une matrice centralisée |
| [V1.04.116] PETSC01 - Validation of the PETSc solver in 3D linear elasticity |
| [V1.04.117] PETSC02 - Validation de PETSc avec la distribution de la matrice assemblée |
| [V1.04.118] PETSC03 - Validation du solveur PETSc avec un préconditionneur de second niveau |
| [V1.10.119] ELSA01 - Analyse sismique non linéaire d'une ligne de tuyauterie restricted access |
| [V1.10.120] MISS01 - Validation du chaînage MISS3D-Code_Aster dans le cas de l'îlot nucléaire EPR restricted access |
| [V1.10.122] MISS03 - Validation du chaînage MISS3D_Code_Aster dans le cas du BK_PWR1300P’4 restricted access |
| [V1.10.123] MISS04 - Prise en compte de l'enfoncement d'une structure en interaction avec le sol restricted access |
| [V1.10.124] MISS05 - Mise en œuvre de la méthode de réduction modale dans le chaînage MISS3D-Code_Aster restricted access |
| [V1.10.125] MISS06 - Validation du chaînage MISS3D _ Code_Aster pour le décollement dynamique de fondation en ISS par méthode de ressorts de sol restricted access |
| [V1.10.126] MISS07 - Résolution harmonique d'un cylindre se sol creusé dans un milieu homogène semi-infini. restricted access |
| [V1.10.127] MISS08 - Impédances de sol sous une fondation cylindrique creusée dans un milieu bicouche restricted access |
| [V1.10.128] MISS09 - Impédances de sol sous une fondation rectangulaire enfoncée dans un milieu homogène restricted access |
| [V2.01.002] SDLD02 - mass-spring system with 8 degrees of freedom |
| [V2.01.004] SDLD04 - Transient response of a mass-spring system subjected to an imposed acceleration |
| [V2.01.021] SDLD21 - mass-spring system with viscous damper with 8 dof |
| [V2.01.022] SDLD22 – Transient analysis of a mass-spring system with a viscous damper with 8 dof |
| [V2.01.023] SDLD23 - System of masses and springs under random excitation |
| [V2.01.025] SDLD25 - mass-spring system with viscous damper proportional (spectral response) |
| [V2.01.027] SDLD27 - mass-spring system with 8 degrees of freedom with non-proportional viscous damping (modal analysis) |
| [V2.01.029] SDLD29 - Transient 8 DOF spring mass and viscous damping disproportionate |
| [V2.01.030] SDLD30 - seismic spectral response of a two masses and three springs supported multi- |
| [V2.01.031] SDLD31 - Validation elementary patterns in times of DYNA_NON_LINE |
| [V2.01.033] SDLD33 - seismic spectral response of a two masses - 4 multi-spring supported by two support groups decorrelated |
| [V2.01.034] SDLD34 - Release of a simple mass-spring |
| [V2.01.101] SDLD101 - simple oscillator under random excitation |
| [V2.01.102] SDLD102 - Under transitional structure: System 3-4 springs masses |
| [V2.01.103] SDLD103 - Seismic Response of a three masses and four springs supported multi- |
| [V2.01.104] SDLD104 - extrapolation of local measurements on a complete model (discrete) |
| [V2.01.105] SDLD105 - response to an earthquake of a sytème mass-spring with static correction |
| [V2.01.106] SDLD106 – Système masse ressort avec amortissement sous oscillation harmonique |
| [V2.01.107] SDLD107 - Minimisation d'une fonctionnelle énergétique de type erreur en relation de comportement en dynamique des structures |
| [V2.01.108] SDLD108 - Réponse transitoire d'un système masses-ressorts à un séisme mono-appui : comparaison des méthodes de correction statique restricted access |
| [V2.01.109] SDLD109 – Calcul des spectres avec la prise en compte de l'interaction plancher-matériel |
| [V2.01.301] SDLD301 - seismic spectral response of a two masses and three springs multi-support (correlated or uncorrelated excitations) |
| [V2.01.313] SDLD313 - mass spring system with 2 DOF hysteretic damping |
| [V2.01.320] SDLD320 - Transient response of a free system of three masses and two springs under harmonic excitation |
| [V2.01.321] SDLD321 - transient dynamic response of a harmonic oscillator with variable damping |
| [V2.01.325] SDLD325 - transient dynamic response of a damped mass-spring system with 2 DOF |
| [V2.01.400] SDLD400 - Système étoilé masse-ressort |
| [V2.02.001] SDLL01 - simply supported short beam |
| [V2.02.002] SDLL02 - slender beam, clamped-free, folded on itself |
| [V2.02.004] SDLL04 - slender beam on two supports, coupled with a mass-spring system |
| [V2.02.006] SDLL06 - Transient response of a pole-free recessed |
| [V2.02.008] SDLL08 - Roasting plan beams (metal profiles) |
| [V2.02.009] SDLL09 - Vibration of a beam of slender rectangular variable (flush-free) |
| [V2.02.010] SDLL10 - variable rectangular beam (flush-recessed) |
| [V2.02.011] SDLL11 - thin circular ring free-free |
| [V2.02.014] SDLL14 - Modes of vibration of a thin pipe elbow |
| [V2.02.015] SDLL15 - slender beam, clamped-free, with eccentric mass or inertia |
| [V2.02.023] SDLL23 - Built-free beam subjected to an earthquake (spectral response) |
| [V2.02.100] SDLL100 - transient dynamic response of a beam in simple tension |
| [V2.02.101] SDLL101 - Vibration of a beam with prestress |
| [V2.02.102] SDLL102 - Portico subject to electrodynamic forces |
| [V2.02.104] SDLL104 - primary and secondary structures subjected to random excitation |
| [V2.02.105] SDLL105 - pipe subjected to random excitation source fluid |
| [V2.02.106] SDLL106 - beam subject to distributed random excitation |
| [V2.02.107] SDLL107 - Calculation transition of a beam under random excitation |
| [V2.02.108] SDLL108 - "coffee table" of NEUBERT |
| [V2.02.109] SDLL109 - Recipe of the reversal of the code by GC-LICE Code_Aster restricted access |
| [V2.02.110] SDLL110 - long beam cantilever overhang under fluid-elastic excitations and turbulent: ANL tests |
| [V2.02.112] SDLL112 - Seismic analysis of multi-supported beam (spectral response) |
| [V2.02.113] SDLL113 - Sub-structuring transitional dynamics: a simple beam in tension |
| [V2.02.115] SDLL115 - Structure subject to fluid excitation forces and moments like one-time restricted access |
| [V2.02.116] SDLL116 - beam subjected to turbulent excitation spread restricted access |
| [V2.02.117] SDLL117 - beam subject to multiple areas of fluid-elastic excitations and random transverse |
| [V2.02.118] SDLL118 - beam subject to axial excitation fluide_élastique |
| [V2.02.119] SDLL119 - Beam-beam excitation in fluid-elastic axial |
| [V2.02.120] SDLL120 - Tube under excitation axial fluid-elastic damping fluid at rest restricted access |
| [V2.02.121] SDLL121 - Beam tube with a grid under excitation axial fluid-elastic restricted access |
| [V2.02.123] SDLL123 - Frequency of a shaft with simplified gyroscope |
| [V2.02.124] SDLL124 - Campbell Diagram of a beam with 3 discs submitted to the gyroscope |
| [V2.02.125] SDLL125 - Campbell Diagram of a beam with 2 discs and 2-stage non-symmetrical |
| [V2.02.126] SDLL126 - Transient response of a beam with three rotating disks subject to the gyroscope |
| [V2.02.127] SDLL127 - Shaft with rotor circular section variable |
| [V2.02.128] SDLL128 - Line of trees with characteristics of levels depending on the speed |
| [V2.02.129] SDLL129 - Poutre en rotation avec 3 disques et 2 paliers non symétriques soumise à la gyroscopie avec prise en compte de caractéristiques variables en fonction de la vitesse de rotation |
| [V2.02.130] SDLL130 - Seismic Response of a reinforced concrete beam (rectangular) to linear behavior |
| [V2.02.131] SDLL131 - Calculation of seismic pipe VVP. Aster-comparison SYSPIPE restricted access |
| [V2.02.132] SDLL132 - Methods associated with a frame beams multi-fiber |
| [V2.02.133] SDLL133 - Calculation of prestressed normal modes of a bladed wheel |
| [V2.02.134] SDLL134 - Connors method to analyze the vibrational behavior of tubes GV restricted access |
| [V2.02.135] SDLL135 - Dynamic Response of a beam-pipe built-Free |
| [V2.02.137] SDLL137 - Modification of a structural beam |
| [V2.02.140] SDLL140 - Calculation of eigenmodes of a beam with 3 discs, subject to the gyroscopic effect |
| [V2.02.141] SDLL141 - Natural frequencies of a beam only, subject to the gyroscopic effect |
| [V2.02.144] SDLL144 – Transitoire de vitesse d'une poutre en rotation avec un disque |
| [V2.02.146] SDLL146 - Validation des éléments « barres » en dynamique |
| [V2.02.147] SDLL147 – Simple poutre verticale montée sur un ressort soumise à un séisme |
| [V2.02.148] SDLL148 – définition d'un inter-spectre analytique d'excitation sur une poutre et projection sur base modale |
| [V2.02.149] SDLL149 – Calcul sismique de la tuyauterie BM3 (test NRC) |
| [V2.02.150] SDLL150 - Modes propres d’une poutre à âme excentrée |
| [V2.02.151] SDLL151 - Modes propres d'une poutre viscoélastique encastrée - libre |
| [V2.02.152] SDLL152 – Validation des opérateurs d’interaction fluide-structure restricted access |
| [V2.02.302] SDLL302 – Poutre soumise à l'accélérogramme « El Centro » à chacune de ses extrémités, l'une déphasée par rapport à l'autre |
| [V2.02.311] SDLL311 - transient dynamic response of a beam in tension under displacement imposed |
| [V2.02.400] SDLL400 - beam vibration with eccentric center of torsion |
| [V2.02.401] SDLL401 - straight beams inclined at 20 °, subjected to sinusoidal efforts |
| [V2.02.403] SDLL403 - Vibrations of a rotating pendulum |
| [V2.02.501] SDLL501 - Poutre courte en porte-à-faux sous excitations fluide-élastique et turbulente : essais ANL restricted access |
| [V2.02.502] SDLL502 - Poutre moyenne en porte-à-faux sous excitations fluide-élastique et turbulente : essais ANL restricted access |
| [V2.02.503] SDLL503 - Poutre encastrée-libre sous excitations fluide-élastique et turbulente : essais AECL restricted access |
| [V2.02.504] SDLL504 - Modèle réduit de cintre de GV sous excitations diphasiques fluide-élastique et turbulente : essais CLOTAIRE restricted access |
| [V2.02.505] SDLL505 - Poutre bi-encastrée sous excitations fluide-élastique et turbulente : essais INDIGO 1 restricted access |
| [V2.02.506] SDLL506 - Poutre multi-supportée sous excitations fluide-élastique et turbulente : essais INDIGO 2 restricted access |
| [V2.02.507] SDLL507 - Poutre montée sur lame flexible sous excitations fluide-élastique et turbulente : essais DIVA restricted access |
| [V2.02.508] SDLL508 - Poutre montée sur corde à piano sous excitations fluide-élastique et turbulente : essais VISCACHE 1 restricted access |
| [V2.02.509] SDLL509 - Poutre montée sur corde à piano sous excitations fluide-élastique dans une configuration à pas carré : essais VISCACHE 2 restricted access |
| [V2.03.001] SDLS01 - thin square plate, free at the edge or flush |
| [V2.03.002] SDLS02 - diamond thin plate flush to the edge |
| [V2.03.003] SDLS03 - thin rectangular plate simply supported at the edges |
| [V2.03.004] SDLS04 - Sub-ring structure: thin annular plate embedded in its hub |
| [V2.03.007] SDLS07 - modes of a thin spherical shell |
| [V2.03.008] SDLS08 - modes of a square plate calculated based on reduced |
| [V2.03.100] SDLS100 - Study mesh on a thin square plate |
| [V2.03.102] SDLS102 - Vibration of a blade-free compression |
| [V2.03.103] SDLS103 - coaxial shells in annular flow: inertial coupling between modes |
| [V2.03.104] SDLS104 - coaxial shells in écoulementannulaire |
| [V2.03.105] SDLS105 - flat plate subjected to a homogeneous turbulence |
| [V2.03.106] SDLS106 - Calculation of plate modal substructuring with Ritz basis |
| [V2.03.107] SDLS107 – Cylindre soumis à une turbulence en écoulement annulaire axial |
| [V2.03.108] SDLS108 - Using the option RIGI_PARASOL as part of an EPR study restricted access |
| [V2.03.109] SDLS109 - frequency of a thick cylindrical ring |
| [V2.03.111] SDLS111 - Sub-dynamic structure: triangular plate |
| [V2.03.112] SDLS112 - Extrapolation of measurements on a 2D model (test GARTEUR) |
| [V2.03.113] SDLS113 - Plaque plane strain under pressure harmonic |
| [V2.03.114] SDLS114 - Calculation of stress intensity factors of a cracked plate by modal recombination |
| [V2.03.115] SDLS115 - Comparison with the analytical solution of a plate in tension |
| [V2.03.116] SDLS116 - Plate load transient dynamic treated explicitly. |
| [V2.03.118] SDLS118 - Response of a rigid circular foundation to a seismic excitation variable space |
| [V2.03.119] SDLS119 - Plaque on supports subjected to an acceleration of Ricker (time-frequency method) |
| [V2.03.120] SDLS120 - 2D cracked plate subjected to loading in Mode I. Validation of the calculation with X-FEM modal |
| [V2.03.121] SDLS121 - resetting the parameters of a dynamic model for modal analysis |
| [V2.03.122] SDLS122 - Analyse modale d'une plaque appuyée sur ses coins – Sous structuration |
| [V2.03.123] SDLS123 – Poutre droite avec amortissement de Rayleigh (comportement élastique |
| [V2.03.124] SDLS124 - Plaque excentrée en flexion sous chargement dynamique |
| [V2.03.126] SDLS126 - Courbe de fragilité sur la maquette SMART restricted access |
| [V2.03.127] SDLS127 - Réponse harmonique d'une plaque sandwich viscoélastique encastrée sur un bord |
| [V2.03.128] SDLS128 - Sollicitation sismique d'une colonne de sol avec le modèle linéaire équivalent restricted access |
| [V2.03.129] SDLS129 - Calcul modal d'une étoile à trois branches |
| [V2.03.130] SDLS130 – Fréquence naturelle d'une plaque composite stratifiée composée de 8 plis |
| [V2.03.139] SDLS139 - identification effort fluids on a wire frame |
| [V2.03.140] SDLS140 - Propagation d'ondes dans un canyon semi-circulaire |
| [V2.03.141] SDLS141 - Sollicitation sismique d'une colonne de sol (Comparaison PRENOLIN) restricted access |
| [V2.03.300] SDLS300 - Air cooler subjected to ground excitation |
| [V2.03.501] SDLS501 - Free Vibrations of a corrugated sheet |
| [V2.03.502] SDLS502 - square plate "solid" simply supported |
| [V2.03.503] SDLS503 - bending vibration of a sandwich beam |
| [V2.03.504] SDLS504 - lateral buckling of a beam (spill) |
| [V2.03.505] SDLS505 - Buckling of a cylindrical shell under external pressure |
| [V2.04.100] SDLV100 - Vibration of a beam of slender rectangular variable (flush-free) |
| [V2.04.111] SDLV111 - Homogenization of a network of beams in an incompressible fluid |
| [V2.04.120] SDLV120 - Absorption of a compression wave in an elastic bar |
| [V2.04.121] SDLV121 - plane shear wave in an elastic column |
| [V2.04.122] SDLV122 - extrapolation of local measurements on a complete model (3D) |
| [V2.04.123] SDLV123 - Calcul de G élastodynamique en milieu infini pour une fissure plane de longueur finie |
| [V2.04.124] SDLV124 - keypad volume under pressure harmonic |
| [V2.04.125] SDLV125 - Identification de chargement à partir de la réponse interspectrale |
| [V2.04.128] SDLV128 - Expansion modale sur un tube cylindrique 3D à partir de mesures extensiométriques |
| [V2.04.129] SDLV129 - Calculation fatigue vibration of a blade fan |
| [V2.04.130] SDLV130 - 3D cracked plate subjected to loading in Mode I. Validation of the calculation with X-FEM modal |
| [V2.04.131] SDLV131 - Simulation of a strain gauge by the command OBSERVATION |
| [V2.04.132] SDLV132 - Consideration by sub-structuring, a generalized mass in a calculation of modal line of trees |
| [V2.04.133] SDLV133 – Résolution harmonique d’un cylindre de sol creusé dans un milieu homogène semi-infini |
| [V2.04.134] SDLV134 - Sous-structuration cyclique : Poutre cantilever – présence de nœuds libres sur l'axe |
| [V2.04.135] SDLV135 - Création de signaux sismiques spatiaux |
| [V2.04.136] SDLV136 - Analyse sismique spectrale d'un groupe moto-pompe restricted access |
| [V2.04.301] SDLV301 – Sous-structuration cyclique : rouet de pompe |
| [V2.04.302] SDLV302 – Analyse modale par sous-structuration : poutre bi-appuyée |
| [V2.04.401] SDLV401 - Sphere full free-free |
| [V2.04.402] SDLV402 - Sub-structure dynamics: inconsistent and mesh mode |
| [V2.05.001] SDLX01 - Bending of a symmetric portal |
| [V2.05.002] SDLX02 - Piping: Problem Hovgaard. Spectral analysis |
| [V2.05.003] SDLX03 - Assembly of thin rectangular plates braced |
| [V2.05.004] SDLX04 - Ferraillage d’un bâtiment soumis à un chargement sismique restricted access |
| [V2.05.100] SDLX100 - Transient response of a plate with a pressure field resulting from ENSIGHT restricted access |
| [V2.05.101] SDLX101 - Vérification du chaînage MISS3D‑Code_Aster dans le cas d'un bâtiment de grande taille |
| [V2.05.102] SDLX102 – Interaction structure - sol - structure paramétrique entre deux bâtiments de niveau |
| [V2.05.103] SDLX103 – Interaction structure - sol - structure entre deux bâtiments enfouis |
| [V2.05.104] SDLX104 - Mise en œuvre de la méthode de réduction modale dans le chaînage MISS3D‑Code_Aster |
| [V2.05.105] SDLX105 – Impédances de sol sous une fondation cylindrique creusée dans un milieu bi-couche |
| [V2.05.106] SDLX106 – Impédances de sol sous une fondation rectangulaire enfoncée dans un milieu homogène |
| [V2.05.107] SDLX107 – Méthodologie de calcul d'un groupe de pieux au séisme restricted access |
| [V2.05.108] SDLX108 – Interaction sol - structure sur un bâtiment enfoui dans un sol stratifié sous l'effet d'une excitation sismique 3D variable en espace restricted access |
| [V2.05.201] SDLX201 - Test de non-régression : modes propres |
| [V2.05.300] SDLX300 - Piping subjected to excitation displacement, velocity, acceleration |
| [V2.05.301] SDLX301 - Building floor-column subjected to an asymmetrical horizontal excitation |
| [V2.05.302] SDLX302 - beams fixed and concentrated mass subjected to a force transverse random |
| [V2.05.400] SDLX400 - Poutre articulée sur appui élastique |
| [V2.06.100] SHLL100 - Frequency response of a bar for dynamic substructuring |
| [V2.06.101] SHLL101 - straight beams. Harmonic analysis |
| [V2.06.102] SHLL102 - Frequency response of a beam with 3 discs, subject to the gyroscopic effect |
| [V2.06.103] SHLL103 - Frequency response of a rotor with two disks and two non-symmetrical levels, subject to the gyroscopic effect |
| [V2.07.100] SHLV100 - Frequency response of a hollow cylinder in plane strain |
| [V2.07.301] SHLV301 – Réponse harmonique par sous-structuration : poutre bi-appuyée |
| [V2.08.011] FORMA11 - Practical training dynamic modal analysis |
| [V2.08.012] FORMA12 - Practical training with dynamic analysis Code_Aster |
| [V2.08.013] FORMA13 - Travaux pratiques de la formation «Analyse dynamique» : sous-structuration dynamique |
| [V3.01.010] SSLL10 - gantry side links |
| [V3.01.011] SSLL11 - Lattice articulated bars under point load |
| [V3.01.012] SSLL12 - Lattice bars under three solicitations |
| [V3.01.014] SSLL14 - Portico plan articulated in foot |
| [V3.01.100] SSLL100 - Structure symmetrical beams with an elbow |
| [V3.01.101] SSLL101 - Piping: Problem Hovgaard |
| [V3.01.102] SSLL102 - clamped beam subjected to unit efforts |
| [V3.01.103] SSLL103 - Elastic Buckling of an angle |
| [V3.01.104] SSLL104 - initial deformation in a straight beam |
| [V3.01.105] SSLL105 - elastic buckling of a structure in L |
| [V3.01.106] SSLL106 - straight pipe |
| [V3.01.107] SSLL107 – Validation of MACR_CARA_POUTRE |
| [V3.01.108] SSLL108 - 2D discrete elements |
| [V3.01.110] SSLL110 - System of 3 U bars under self weight |
| [V3.01.111] SSLL111 - Static Response of a reinforced concrete beam (section T) to linear behavior |
| [V3.01.112] SSLL112 - circular arch under uniform pressure |
| [V3.01.113] RCCM02 - Validation POST_RCCM option FATIGUE_B3600 restricted access |
| [V3.01.115] RCCM03 - Line of the pressurizer spray restricted access |
| [V3.01.116] SSLL116 - 3D mesh reinforced |
| [V3.01.117] SSLL117 - Validation of the second gradient models |
| [V3.01.118] SSLL118 - clamped beam subjected to a movement defined in local coordinate |
| [V3.01.119] SSLL119 – Poutres soumises à des moments répartis |
| [V3.01.400] SSLL400 - beam of variable section, subject to ad hoc efforts or distributed |
| [V3.01.402] SSLL402 - Ring wrench |
| [V3.01.403] SSLL403 - Buckling of a beam under the influence of its own weight |
| [V3.01.404] SSLL404 - Buckling of an arch |
| [V3.01.501] SSLL501 - Piping VVP. Aster-comparison SYSPIPE restricted access |
| [V3.02.001] SSLP01 - plate bending and shear in its plane |
| [V3.02.002] SSLP02 - Traction simple d'une plaque perforée |
| [V3.02.100] SSLP100 - Crosse sub-static structure |
| [V3.02.101] SSLP101 - energy release rate in plane stress |
| [V3.02.102] SSLP102 - Rate of energy release with initial deformation (Lagrangian propagation) |
| [V3.02.103] SSLP103 - Calculation of stress intensity factors KI and KII for a circular plate cracked in linear elasticity |
| [V3.02.105] SSLP105 - Excavation of a circular tunnel in a linear elastic solid |
| [V3.02.106] SSLP106 - rectangular solid in pure bending (test items embedded in QUAD4) |
| [V3.02.109] SSLP109 - Validation d'une fonctionnalité de l'option DDL_STAB |
| [V3.02.111] FORMA05 - Travaux pratiques de la formation « Utilisation avancée » : plaque fissurée en traction |
| [V3.02.112] FORMA06 - Travaux pratiques de la formation « Utilisation avancée » : plaque multi-fissurée en traction |
| [V3.02.113] SSLP113 - Relations de type RBE3 entre un carré et un discret |
| [V3.02.114] SSLP114 - Fissure plane semi-infinie |
| [V3.02.115] SSLP115 - Calcul du taux de restitution d'énergie d'un disque fissuré en présence de contraintes initiales |
| [V3.02.116] SSLP116 – Plaque carrée en flexion – gradient de température constant |
| [V3.02.117] SSLP117 – Plaque carrée en flexion – gradient de température variable |
| [V3.02.200] SSLP200 - Mechanical Linear D_PLAN |
| [V3.02.201] SSLP201 - Mechanical Linear C_PLAN |
| [V3.02.300] SSLP300 – Plaque rectangulaire en porte-à-faux en flexion-cisaillement dans son plan |
| [V3.02.301] SSLP301 – Plaque trapézoïdale sous poids propre |
| [V3.02.303] SSLP303 - Plate is at odds loaded at its end |
| [V3.02.304] SSLP304 - square orthotropic plate in uniaxial tension out of the axes of orthotropy |
| [V3.02.305] SSLP305 - Hard thin support under concentrated load |
| [V3.02.310] SSLP310 - pressurized crack in an area plan unlimited restricted access |
| [V3.02.311] SSLP311 - Biblio_65. Oblique central crack in a finite rectangular plate, two materials, subjected to uniform traction |
| [V3.02.313] SSLP313 - inclined crack in a plate unlimited, subject to uniform tension at infinity |
| [V3.02.314] SSLP314 - Fissure déviée à l'interface entre deux demi-plans élastiques |
| [V3.02.315] SSLP315 - Propagation of cracks emerging in a perforated plate of finite width with 2D X-FEM |
| [V3.02.317] SSLP317 - Validation of the macro-control on a plate RAFF_XFEM multi-cracked |
| [V3.02.318] SSLP318 - Propagation of a crack X-FEM non-emergent solicited mode I |
| [V3.02.319] SSLP319 - Propagation of two cracks X-FEM grooved requested mode I |
| [V3.02.320] SSLP320 - Propagation of a crack X-FEM emergent sought in Mode I |
| [V3.02.321] SSLP321 - Propagation of X-FEM crack in a plate in 3 point bending |
| [V3.02.322] SSLP322 - Propagation of a crack X-FEM in a 3-point bending plate with 3 holes |
| [V3.02.323] SSLP323 - radial propagation of a crack leading to a rotating disk |
| [V3.02.326] FORMA01 - Travaux pratiques de la formation « Initiation » : modélisation d’une plaque trouée en élasticité linéaire et adaptation de maillage |
| [V3.03.004] SSLS04 - Poutre à section en Z |
| [V3.03.007] SSLS07 - thin cylinder under uniform axial load |
| [V3.03.009] SSLS09 - thin cylinder under self-weight |
| [V3.03.010] SSLS10 - Tore sous pression interne uniforme |
| [V3.03.020] SSLS20 - Hull cylindrical pinch edges to free |
| [V3.03.027] SSLS27 - thin plate bent or twisted |
| [V3.03.100] SSLS100 - recessed circular plate subjected to uniform pressure |
| [V3.03.101] SSLS101 - raised circular plate subjected to uniform pressure |
| [V3.03.104] SSLS104 - cylindrical shell with diaphragm pinch |
| [V3.03.105] SSLS105 - doubly pinched hemisphere |
| [V3.03.107] SSLS107 - cylindrical panel under its own weight |
| [V3.03.108] SSLS108 - helical shell under concentrated load |
| [V3.03.110] SSLS110 - Stability of a compressed square plate |
| [V3.03.111] SSLS111 - Excentremement simple plate |
| [V3.03.112] SSLS112 - Eccentricity of composite plates |
| [V3.03.113] SSLS113 - Eccentricity plate homogenized |
| [V3.03.114] SSLS114 - Not regression quarter of cylindrical shell |
| [V3.03.115] SSLS115 - composite square plate under uniform pressure |
| [V3.03.116] SSLS116 - Eccentricity plate. Membrane loading of a plate eccentrically |
| [V3.03.117] SSLS117 - Eccentricity plates unsymmetrical |
| [V3.03.118] SSLS118 - raised square plate subjected to sinusoidal pressure |
| [V3.03.119] SSLS119 - Hook recessed subject to a shear force at the end |
| [V3.03.120] SSLS120 - thin cylindrical shell under hydrostatic pressure |
| [V3.03.121] SSLS121 - laminated plate subjected to loads elementary |
| [V3.03.122] SSLS122 - homogeneous isotropic rectangular plate eccentric |
| [V3.03.123] SSLS123 - Sphere uniform external pressure |
| [V3.03.124] SSLS124 - beam deflection with various shooting |
| [V3.03.125] SSLS125 - Buckling of a cylinder under external pressure free |
| [V3.03.126] SSLS126 - Flexion of a reinforced concrete slab (model GLRC_DAMAGE) supported on both sides: elastic beam system |
| [V3.03.127] SSLS127 - Flexion of a reinforced concrete slab (model GLRC_DAMAGE) supported on four sides: system of elastic plate |
| [V3.03.128] SSLS128 - Static calculation of a plate composed of layers |
| [V3.03.129] SSLS129 - Corrugated subjected to sinusoidal loading forces per unit length |
| [V3.03.130] SSLS130 - structural Zoom: perforated plate subjected to a normal force on an edge |
| [V3.03.131] DEMO006 - Optimizing the radius of curvature of a curved pipe |
| [V3.03.132] SSLS132 - plate bending loading console |
| [V3.03.133] SSLS133 - bending plate of variable thickness |
| [V3.03.134] SSLS134 - Calculation of reinforcement and CAPRA MAURY: analytic case |
| [V3.03.135] SSLS135 - Calculation of reinforcement and CAPRA MAURY: calculation of a tank under pressure |
| [V3.03.136] SSLS136 - Relations de type RBE3 entre une plaque et un discret |
| [V3.03.137] SSLS137 - Plaque de béton précontraint avec un câble excentré en flexion |
| [V3.03.138] SSLS138 – Sollicitation d'une membrane |
| [V3.03.139] SSLS139 – Flexion d'une plaque avec représentation simplifiée des armatures |
| [V3.03.140] FORMA40 - Travaux pratiques - formation « Génie Civil » : étude d'une plaque console soumise à la pesanteur et à la flexion |
| [V3.03.141] SSLS141 - Plaque en Flexion et cisaillement |
| [V3.03.143] SSLS143 - Poutre cantilever à âme excentrée |
| [V3.03.200] SSLS200 - Mechanical linear modeling shell |
| [V3.03.311] SSLA311 - Fissure circulaire soumise a une charge annulaire |
| [V3.03.502] SSLS502 - orthotropic cylinder subjected to a load line |
| [V3.03.503] SSLS503 - laminated plate bending simply supported antisymmetric stacking |
| [V3.03.504] SSLS504 - square plate composite of three layers, subjected to a double sinusoidal loading |
| [V3.03.505] SSLS505 - Plaque composite soumise à des déformations mécaniques d'origine purement thermique |
| [V3.04.004] SSLV04 - hollow cylinder plane stress |
| [V3.04.007] SSLV07 - Stretching of a parallelepiped under its own weight |
| [V3.04.100] SSLV100 - hollow cylinder plane strain |
| [V3.04.104] SSLV104 - beam rotation |
| [V3.04.105] SSLV105 - centrifugal stiffening of a beam rotating |
| [V3.04.109] SSLV109 - full cylinder pressure non-uniform mode 1 |
| [V3.04.110] SSLV110 - elliptical crack in an unbounded |
| [V3.04.111] SSLV111 - Estimator error on a perforated plate in linear elasticity |
| [V3.04.113] SSLV113 - Estimator error on a hollow cylinder bi-material |
| [V3.04.114] SSLV114 - Movement of solid 2D and 3D |
| [V3.04.115] SSLV115 - Element of prestressed concrete in compression and gravity |
| [V3.04.116] SSLV116 - Fissure circulaire en milieu 3D avec contraintes initiales |
| [V3.04.117] SSLV117 - Validation de la modélisation second gradient de dilatation en 3D |
| [V3.04.120] SSLV120 - stretching of a rectangular orthotropic under its own weight |
| [V3.04.121] SSLV121 - Stretching of a transverse isotropic parallelepiped under its own weight |
| [V3.04.130] SSLV130 - hollow cylinder incompressible |
| [V3.04.131] SSLV131 - orthotropy in a coordinate any |
| [V3.04.134] SSLV134 - circular crack in an infinite medium |
| [V3.04.135] SSLV135 - fatigue damage under biaxial loading alternated |
| [V3.04.136] RCCM04 - POST_RCCM FATIGUE_B3200 on a sub-thickness longitudinal elbow VVP restricted access |
| [V3.04.137] RCCM05 - POST_RCCM FATIGUE_B3200 on the right side PSV restricted access |
| [V3.04.138] RCCM06 RCCM-test on the RRS N4 restricted access |
| [V3.04.139] SSLV139 - Buckling of a circular plate subjected to a compressive force uniformly distributed over its contour |
| [V3.04.140] SSLV140 - Calculation of effective modules for Python method |
| [V3.04.141] RCCM07 - POST_RCCM (unitary) on the line in the circuit RCV restricted access |
| [V3.04.142] RCCM08 - calculus RCC-M-type structure with the stitching method UNIT restricted access |
| [V3.04.147] RCCM09 - Operator POST_RCCM: Boot factor calculation |
| [V3.04.148] SSLV146 - Cube full strengthened by reinforcements under triaxial loading |
| [V3.04.149] RCCM10 - Validation of the option FATIGUE POST_RCCM with situations of transition between groups restricted access |
| [V3.04.150] RCCM11 - POST_RCCM: calculation of a fatigue pitting AER / ASG restricted access |
| [V3.04.153] SSLV153 - Error Indicators - Knits and volume functions |
| [V3.04.154] SSLV154 - circular cracks in mixed mode |
| [V3.04.155] SSLV155 - Crack lens traction |
| [V3.04.156] FORMA07 - Travaux pratiques de la formation « Utilisation avancée » : fissure circulaire en milieu infini |
| [V3.04.157] SSLV157 - Relations de type RBE3 entre un cube et un discret |
| [V3.04.158] RCCM12 - Validation de POST_RCCM avec historique type conception restricted access |
| [V3.04.159] SSLV159 - Poutre cantilever soumise à un chargement de type flèche statique |
| [V3.04.160] SSLV160 - Poutre bi-appuyée soumise à une force nodale sur sa fibre neutre |
| [V3.04.161] RCCM13 – Analyse de tuyauterie avec POST_RCCM en ZE200 cliquez pour éditer ce champ |
| [V3.04.162] RCCM14 – Analyse avec POST_RCCM en B3200 : groupes de partage, situations de passage cliquez pour éditer ce champ |
| [V3.04.163] RCCM15 - Validation de POST_RCCM en B3600 cliquez pour éditer ce champ |
| [V3.04.200] SSLV200 - Mechanical 3D linear |
| [V3.04.301] SSLV301 - console cylindrical beam linearly distributed load |
| [V3.04.303] SSLV303 - Cylinder built in self-weight and pressure |
| [V3.04.304] SSLV304 - Cylindre sous pression extérieure variable |
| [V3.04.306] SSLV306 - Beam 3D restraints |
| [V3.04.307] SSLV307 - oblique cylinder under uniform axial load |
| [V3.04.311] SSLV311 - Murakami 9.39. Crack quarter-ellipse at the corner of a thick disk rotating |
| [V3.04.312] SSLV312 - Fissure semi-elliptique perpendiculaire a l'interface d'un bi-matériau |
| [V3.04.314] SSLV314 - Propagation of a crack opens out flat with X-FEM |
| [V3.04.315] SSLV315 - non-planar propagation of a crack opens out with X-FEM |
| [V3.04.316] SSLV316 - Cracking spreading imposed with X-FEM |
| [V3.04.318] SSLV318 - X-FEM crack in a rectangular cube |
| [V3.04.319] SSLV319 - Propagation plane d'une fissure semi- elliptique |
| [V3.04.320] SSLV320 - Propagation plane d'une fissure 3D se divisant et fusionnant avec X-FEM |
| [V3.04.321] SSLV321 - Validation du pré-conditionnement XFEM pour une interface rasante |
| [V3.04.322] SSLV322 - Fissure longitudinale semi-elliptique débouchant en peau interne d'un tube sous pression |
| [V3.04.323] SSLV323 - Fissure longitudinale semi-elliptique débouchant en peau interne d'un tube sous pression avec un maillage quadratique restricted access |
| [V3.04.324] SSLV324 - Elliptic crack in a 3D body subject to tensile loading |
| [V3.05.100] SSLX100 - 3D Mix - Hull - Beam Bending |
| [V3.05.101] SSLX101 - straight pipe modeled shells and beams |
| [V3.05.102] SSLX102 - Piping elbow flexion |
| [V3.05.103] SSLX103 – Flexion d'une poutre en béton armé 3D avec armatures modélisées par des barres |
| [V3.05.200] SSLX200 - Raccord 3D_POU : Traction simple et flexion pure d'une poutre encastrée-libre |
| [V3.06.100] SSLA100 - infinite cylinder subjected to a force field volume and surface |
| [V3.06.103] SSLA103 - Calculation of drying shrinkage and autogenous shrinkage of a cylinder |
| [V3.06.104] DEMO005 - thin cylinder under hydrostatic pressure |
| [V3.06.105] SSLA105 - Validation d'une modélisation d'inclusion avec X-FEM restricted access |
| [V3.06.200] SSLA200 - Mechanical 2D Linear AXIS |
| [V3.06.310] SSLA310 - Fissure radiale dans un bimatériau soumise a une pression interne |
| [V4.01.001] TPLA01 - low infinite cylinder in thermal equilibrium |
| [V4.01.004] TPLA04 - Release of power in a hollow cylinder |
| [V4.01.005] TPLA05 - Barre cylindrical flux density |
| [V4.01.006] TPLA06 - Barre cylindrical convection |
| [V4.01.007] TPLA07 - orthotropic hollow cylinder |
| [V4.01.300] TPLA300 - circular plate subjected to a heat source density |
| [V4.01.301] TPLA301 - Distribution of temperature in a short cylinder |
| [V4.02.001] TPLL01 - Wall infinite plane in linear thermal |
| [V4.02.100] TPLL100 - Wall plan anisotropic thermal steady |
| [V4.02.101] TPLL101 - Joule heating of a hollow cylinder |
| [V4.03.100] TPLS100 - infinite plate subjected to flow antisymmetric |
| [V4.03.101] TPLS101 - infinite plate subjected to a symmetric heat exchange with the outside |
| [V4.03.102] TPLS102 – Poutre épaisse en contraintes planes – variation de température linéaire suivant la largeur |
| [V4.03.302] TPLS302 - Distribution of temperature in a thin plate |
| [V4.04.006] TPLV06 - Release of power in a hollow sphere |
| [V4.04.007] TPLV07 - Cube orthotropic |
| [V4.04.100] TPLV100 - Cylinder subjected to non-axisymmetric boundary conditions |
| [V4.04.101] TPLV101 - Thermal stationary condition with exchange between opposite walls |
| [V4.04.102] TPLV102 - Transport of heat by convection in a parallelepiped |
| [V4.04.103] TPLV103 - Cylinder infinite anisotropic thermal steady |
| [V4.04.105] TPLV105 - Thermal nonlinear stationary moving frame: simulation of the test Varestrain |
| [V4.04.106] TPLV106 - Thermal nonlinear stationary moving frame |
| [V4.04.304] TPLV304 - Distribution of temperature in a square bar |
| [V4.04.305] TPLV305 - Thermal Gradient in a cylinder (Fourier) |
| [V4.05.001] TPLP01 - Domaine L with geometric singularity |
| [V4.05.002] TPLP02 - Square orthotropic |
| [V4.05.107] TPLP107 - Méthode des solutions manufacturées en thermique 2D |
| [V4.05.300] TPLP300 - rectangular plate: convection, imposed temperature |
| [V4.05.301] TPLP301 - square plate with imposed temperature sinusoidally distributed |
| [V4.05.302] TPLP302 - rectangular plate with imposed temperature |
| [V4.05.303] TPLP303 - Distribution of temperature in the section of a chimney |
| [V4.05.305] TPLP305 – Barreau à températures imposées avec interface adiabatique de type X-FEM |
| [V4.19.203] TTLA203 - Cylindre à températures imposées avec fissure adiabatique |
| [V4.20.200] TTNA200 - Thermal linear and nonlinear 2D AXIS |
| [V4.21.001] TTLL01 - Thermal shock of an infinite wall |
| [V4.21.100] TTLL100 - Thermal shock on a flat wall with exchange condition |
| [V4.21.301] TTLL301 - Heat transfer in a bar with temperature imposed (sinusoidal) |
| [V4.21.303] TTLL303 - Heat transfer in a bar with internal heat generation |
| [V4.22.002] TTNL02 - Transient Thermal Phase Change |
| [V4.22.003] TTNL03 - Thermo-hydration. Simulation of an adiabatic test |
| [V4.22.004] TTNL04 - Thermique avec flux non-linéaire en transitoire 2D |
| [V4.22.100] TTNL100 - Source thermique non-linéaire, solution homogène en espace |
| [V4.22.101] TTNL101 - Source thermique non-linéaire dans un barreau |
| [V4.22.302] TTNL302 - Wall infinite subject to a constant flow with variable properties |
| [V4.22.303] TTNL303 - Wall infinite subject to a temperature jump with variable properties |
| [V4.23.100] TTLP100 - Exchange-wall thermal transient |
| [V4.23.101] TTLP101 - Plaque fissurée à températures imposées avec condition d'échange à travers les lèvres de la fissure |
| [V4.23.300] TTLP300 - Heat transfer in a metal bar orthotropic |
| [V4.23.301] TTLP301 - Heat transfer in a perforated plate |
| [V4.23.302] TTLP302 - Heat transfer in a domain with geometric singularities Plan |
| [V4.23.303] TTLP303 - Heat transfer in an orthotropic plate: temperature imposed |
| [V4.23.304] TTLP304 - Heat transfer in an orthotropic plate: flow imposed |
| [V4.24.001] TTNP01 - Stefan problem with lumps elements - QUAD9 |
| [V4.24.200] TTNP200 - Thermal linear and nonlinear 2D PLAN |
| [V4.24.201] TTNP201 - Heat transfer with time-dependent conductivity |
| [V4.25.001] TTLV01 - Sphere: heat transfer by convection |
| [V4.25.100] TTLV100 - Thermal shock in a pipe with exchange condition |
| [V4.25.300] TTLV300 - Parallelepiped subjected to a flux density of its sides |
| [V4.25.301] TTLV301 - Parallelepiped subjected to a temperature imposed on its faces |
| [V4.26.101] TTNV101 – Séchage du béton – identification des paramètres sur la courbe de perte de masse |
| [V4.41.001] TPNA01 - Problem with axisymmetric stationary radiation |
| [V4.41.300] TPNA300 - Tube furnace with variable conductivity |
| [V4.42.300] TPNL300 - Heat transfer with one-dimensional radiation |
| [V4.42.301] TPNL301 - Thermo-hydration of a concrete cylinder |
| [V4.43.001] TPNV01 - hollow sphere: convection, radiation |
| [V4.61.100] MTLP100 - Heating and quenching of an infinite bar with a square section |
| [V4.61.101] MTLP101 – Metallurgical calculation for zircaloy |
| [V4.61.102] MTLP102 – Metallurgical calculation for a steel taking into account the grain size |
| [V4.61.103] MTLP103 - Quenching of a cylindrical bar made of 16MND5 steel |
| [V5.01.100] SDND100 - Release of a shoe rub with friction-type Coulomb |
| [V5.01.101] SDND101 - Release of a mass spring system with shock |
| [V5.01.102] SDND102 - seismic response of a nonlinear mass-spring multi-supported |
| [V5.01.103] SDND103 - Post subject to an axial dynamic load |
| [V5.01.104] SDND104 - Calculation of the power of mass friction wear under seismic excitation harmonic |
| [V5.01.105] SDND105 - shock of a material point against a wall with plastic buckling |
| [V5.01.106] SDND106 - Patin rubbing with coefficients of static friction and dynamic |
| [V5.01.107] SDND107 - Lâcher et excitation sismique d’un système avec amortisseur visqueux non linéaire de type "Zener" |
| [V5.01.120] SDND120 - Transient response of an anti-seismic |
| [V5.01.121] SDND121 - mass-spring system with shock under forced excitation |
| [V5.01.122] SDND122 – Calcul de mode non-linéaire – système à 1 degré de liberté impactant une butée élastique |
| [V5.01.123] SDND123 – Calcul de mode non-linéaire pour un système à 2 degrés de liberté avec une butée bilatérale élastique |
| [V5.01.124] SDND124 – Excitation sismique d’un discret affecté du comportement DIS_ECRO_TRAC |
| [V5.02.032] SDNL32 - Impact of an articulated beam on elastic support |
| [V5.02.100] SDNL100 - simple pendulum in large oscillation |
| [V5.02.101] SDNL101 - Portée de câbles soumise à des efforts électrodynamiques |
| [V5.02.102] SDNL102 - beam subjected to a field of wind speed |
| [V5.02.103] SDNL103 - Dynamics of a portico modeled by beam elements in large rotation. Comparison with a small rotation analysis |
| [V5.02.104] SDNL104 - Sub-structuring non-linear transient: impact of a beam on a support |
| [V5.02.105] SDNL105 - Sub-structuring non-linear transient: impact of these three beams |
| [V5.02.106] SDNL106 - Calcul sismique d'une rangée d'assemblages combustibles restricted access |
| [V5.02.111] SDNL111 - Impact of two beams |
| [V5.02.112] SDNL112 - Damage original handlebar vibration of a steam generator |
| [V5.02.113] SDNL113 - Piping lyre-shaped (ELSA tests) under seismic loading |
| [V5.02.130] SDNL130 - Seismic Response of a reinforced concrete beam (rectangular) to nonlinear behavior |
| [V5.02.131] SDNL131 - Calculation of elastoplastic pipe line in earthquake restricted access |
| [V5.02.133] SDNL133 – Rotor fissuré tournant, soumis à un effort de flexion |
| [V5.02.136] SDNL136 - Wear a tube GV subjected to turbulent excitations 3D restricted access |
| [V5.02.137] SDNL137 – Calcul de modes non-linéaires d'un tube cintré avec deux non-linéarités de type contact annulaire |
| [V5.02.138] SDNL138 - Fréquences et modes propres de vibration d’un cadre auto-contraint |
| [V5.02.139] SDNL139 - Bascule non intrusive 1D-3D d'une poutre bi-appuyée |
| [V5.02.140] SDNL140 - Vibration amortie de deux poutres en contact-frottant |
| [V5.02.301] SDNL301 - Vibration of a beam with multi-point impact |
| [V5.03.100] SDNV100 - Impact of a beam on a rigid wall |
| [V5.03.101] SDNV101 - Validation Module wear restricted access |
| [V5.03.103] SDNV103 - Impact of an elastoplastic bar Taylor |
| [V5.03.104] SDNV104 - Dynamic Response of a rigid pad rubbing under pressure and restoring force |
| [V5.03.105] SDNV105 - Balancing a block on a table |
| [V5.03.106] SDNV106 - Analysis in DYNA_NON_LINE eigenvalue (stability and vibration modes) |
| [V5.03.107] SDNV107 - plastic beam in tension dynamically condensed |
| [V5.03.108] SDNV108 – Cylindre volumique creux en rotation autour de son axe, prise en compte de la gyroscopie |
| [V5.03.109] SDNV109 – Cylindre volumique plein en rotation autour de son axe, prise en compte de la gyroscopie |
| [V5.03.110] SDNV110 – Rotor volumique en rotation autour de son axe, prise en compte de la gyroscopie |
| [V5.03.111] SDNV111 - Réponse sismique d'un bâtiment en béton armé restricted access |
| [V5.03.112] SDNV112 - Bâtiment de génie civil sous sollicitation sismique de type multi-appui |
| [V5.03.114] SDNV114 – Simulation du benchmark SAFE - voile T5 en béton armé |
| [V5.03.138] SDNV138 - Réponse dynamique amortie de joints de plot de barrages |
| [V5.03.139] SDNV139 – Comportement sismique d'un râtelier posé en piscine restricted access |
| [V5.03.140] SDNV140 – Maquette de plancher P4 en béton armé sous séisme restricted access |
| [V5.03.141] SDNV141 – Portique du benchmark 15WCEE restricted access |
| [V5.03.142] SDNV142 – Benchmark SMART 2013 : maquette de bâtiment en béton armé sous séisme restricted access |
| [V5.03.143] SDNV143 – Impact d'un bloc élasto-plastique par un choc laser modélisé par une pression en dynamique |
| [V5.03.144] SDNV144 - Calcul de spectres de plancher pour l'étude Karisma restricted access |
| [V5.03.301] SDNV301 - Collision hertzienne de deux billes élastiques |
| [V5.05.100] SDNX100 - Vérification du chaînage MISS3D‑ Code_Aster dans le cas d'un modèle brochette |
| [V5.05.101] SDNX101 - Vérification du chaînage MISS3D‑Code_Aster pour le décollement dynamique de fondation en ISS |
| [V5.06.105] SDNS105 - Simulation d'un essai d'arrachement en dynamique avec des éléments cohésifs |
| [V5.06.106] SDNS106 - Transient response of a reinforced concrete slab: model GLRC_DAMAGE |
| [V5.06.107] SDNS107 - Transient response of a reinforced concrete slab: model GRILLE_EXCENTRE |
| [V5.06.108] SDNS108 - Réponse dynamique d'une dalle en béton armé appuyée sur 4 cotés soumise à une charge concentrée |
| [V5.06.109] PLEXU04 - Cylindre avec câbles de précontrainte sous pression interne en dynamique transitoire |
| [V5.06.110] PLEXU06 - Validation du chaînage Code_Aster - Europlexus |
| [V6.01.001] SSNA01 - infinite cylinder under pressure: viscoelasticity of Lemaître |
| [V6.01.102] SSNA102 - Contact elastic multibody |
| [V6.01.103] SSNA103 - timing model parameter Weibull |
| [V6.01.104] SSNA104 - Hollow cylinder under pressure, linear viscoelasticity |
| [V6.01.105] SSNA105 - Hollow cylinder under pressure, linear viscoelasticity, contact |
| [V6.01.106] SSNA106 - Hollow cylinder subjected to behavior thermoviscoélastique |
| [V6.01.107] SSNA107 - hollow cylinder nonlinear viscoelasticity |
| [V6.01.108] SSNA108 - Models of Weibull and Rice and Tracey |
| [V6.01.109] SSNA109 - Tensile testing with the model VISC_CIN2_CHAB |
| [V6.01.110] SSNA110 - registration parameters with the model VISC_CIN2_CHAB |
| [V6.01.111] SSNA111 - a massive indentation by a punch |
| [V6.01.112] SSNA112 - Test breakout axisymmetric (La Borderie Pijaudier & Cabot) to study the steel-concrete connection: law JOINT_BA |
| [V6.01.113] SSNA113 - notched in viscoplasticity |
| [V6.01.115] SSNA115 - Avulsion of a rigid frame with cohesive elements |
| [V6.01.116] SSNA116 - triaxial test with the Hoek-Brown model modified axisymmetric |
| [V6.01.117] SSNA117 - Validation of the law of behavior of steels under radiation in axisymmetric restricted access |
| [V6.01.118] SSNA118 - Behavior of a screw subjected to irradiation at high temperature restricted access |
| [V6.01.119] SSNA119 - Validation of modeling GVNO and the law of behavior in ENDO_CARRE AXIS |
| [V6.01.120] SSNA120 - Lap axisymmetric notched (AE) with the law CZM_TRA_MIX |
| [V6.01.121] SSNA121 - Tube of concrete subjected to internal pressure with the model UMLV_FP |
| [V6.01.122] SSNA122 – Benchmark NAFEMS de validation du contact 2 : punch (rounded edges) |
| [V6.01.123] SSNA123 – Validation de la loi de comportement des aciers sous irradiations en axisymétrique |
| [V6.01.124] SSNA124 – Simulation du comportement d’une vis soumise à une irradiation à forte température |
| [V6.01.125] SSNA125 - Sphère creuse avec pression interne et externe |
| [V6.01.301] SSNA301 - Fond thick pressurized tank |
| [V6.01.302] SSNA302 - simply supported circular plate subjected to pressure |
| [V6.01.303] SSNA303 - notched elastoplastic large strain |
| [V6.02.100] SSNL100 - Installation of a township line with two equal spans |
| [V6.02.101] SSNL101 - non-linear behavior of an arms-line |
| [V6.02.102] SSNL102 - non-linear behavior of a collection of angles |
| [V6.02.103] SSNL103 - Cantilever beam subjected to large rotations at a time |
| [V6.02.105] SSNL105 - Framework guyed |
| [V6.02.106] SSNL106 - elastoplastic beam in tension and pure bending |
| [V6.02.107] SSNL107 - recessed plate subjected to a bending of beams in contact with the free edge |
| [V6.02.111] SSNL111 - Three bars thermo-elastoplastic Von Mises perfect |
| [V6.02.112] SSNL112 - bar submitted to a cyclic thermal loading |
| [V6.02.114] SSNL114 - Cable weighing thermal expansion |
| [V6.02.116] SSNL116 - A section of gas-insulated cable |
| [V6.02.117] SSNL117 - elbow flexion in elastoplasticity |
| [V6.02.118] SSNL118 - bar subjected to a field of wind speed |
| [V6.02.119] SSNL119 - Static Response of a reinforced concrete beam (rectangular) to nonlinear behavior |
| [V6.02.120] SSNL120 - cyclical response of the constitutive law of concrete (model La Borderie) |
| [V6.02.121] SSNL121 - simple tensile creep. Law of Lemaitre-dependent fluence (ASSE_COMBU) restricted access |
| [V6.02.122] SSNL122 - Multi-fiber cantilever beam subjected to a force |
| [V6.02.123] SSNL123 - Buckling of a beam Multi-Fibre |
| [V6.02.124] SSNL124 - Axial Creep of an element with HEXA8 behavior LEMAITRE_IRRA |
| [V6.02.125] SSNL125 - Traction Bar a fragile damage gradient |
| [V6.02.126] SSNL126 - elastoplastic buckling of a beam line |
| [V6.02.127] SSNL127 - Tensile testing with the model CORR_ACIER |
| [V6.02.128] SSNL128 – Validation du fluage axial sous irradiation du comportement GRAN_IRRA_LOG restricted access |
| [V6.02.129] SSNL129 - Validation laws VISC_ISOT_TRAC VISC_ISOT_LINE and a tensile test |
| [V6.02.130] SSNL130 - deformable plate on a bed of springs |
| [V6.02.131] SSNL131 - Test DIS_GRICRA constitutive law for discrete elements restricted access |
| [V6.02.133] SSNL133 - elastic buckling of a structure in L |
| [V6.02.134] SSNL134 - Ruin of elastoplastic portal Lee |
| [V6.02.135] SSNL135 - Determination of failure load of the console MEKELEC |
| [V6.02.136] SSNL136 - Large movements of the arc angle 45 ° |
| [V6.02.137] SSNL137 - Bars in tension with the method in elastoplasticity IMPL_EX |
| [V6.02.138] SSNL138 - Validation de l'algorithme d'optimisation sous contrainte d'inégalités de l'option DDL_STAB |
| [V6.02.139] SSNL139 – Validation de la ré-actualisation de l'angle de vrille des poutres |
| [V6.02.141] SSNL141 - Poutres multifibres et multimatériaux |
| [V6.02.142] FORMA43 - Travaux pratiques de la formation « Génie Civil » : Flexion 3 points d’une poutre en béton armé |
| [V6.02.501] SSNL501 - beams fixed at both ends subjected to uniform pressure |
| [V6.02.502] SSNL502 - beam buckling |
| [V6.02.503] SSNL503 - Ruin elastoplastic thin pipe elbow |
| [V6.02.504] SSNL504 - Faisceau de poutres multifibres |
| [V6.03.002] SSNP02 - Element plate plane strain and biaxial tension (Bill Norton) |
| [V6.03.005] SSNP05 - Plate shears: viscoelasticity of Lemaître |
| [V6.03.014] SSNP14 - Plate shears - Von Mises (kinematic hardening) |
| [V6.03.015] SSNP15 - Plate shears - Von Mises (isotropic hardening) |
| [V6.03.101] SSNP101 - Plate shears: viscoelasticity of Lemaître (D_PLAN) |
| [V6.03.102] SSNP102 - energy release rate for a notched plate with elasto-plasticity approach GTP restricted access |
| [V6.03.104] SSNP104 – Test de semelle rigide avec la loi de Mohr-Coulomb |
| [V6.03.107] SSNP107 - Plate shears: viscoelasticity of isotropic hardening and Lemaitre |
| [V6.03.108] SSNP108 - Element of prestressed concrete in compression |
| [V6.03.109] SSNP109 - Cable tensioning eccentric in a straight beam concrete |
| [V6.03.110] SSNP110 - crack edge in a rectangular plate finite elastoplasticity |
| [V6.03.111] SSNP111 - Passage of Gauss points to nodes of quadratic elements |
| [V6.03.112] FORMA02 - Hands-training static nonlinear loading path |
| [V6.03.113] SSNP113 - Rotation of the main constraints (law MAZARS) |
| [V6.03.114] FORMA03 - Hands-training static nonlinear load limits of a perforated plate |
| [V6.03.116] SSNP116 - Coupling creep and cracking – Uniaxial traction |
| [V6.03.117] SSNP117 – 2D model of Rousselier - DP |
| [V6.03.118] SSNP118 - Validation joint elements and interface 2D and 3D plane |
| [V6.03.119] FORMA20 - Adaptive meshing mechanics on a beam in bending |
| [V6.03.120] FORMA21 - Adaptive Mesh thermomechanical a cracked cylinder head |
| [V6.03.121] SSNP121 - Integration of the terms of 2D and 3D contact |
| [V6.03.122] SSNP122 - Traction. Rousselier model versions in local and nonlocal |
| [V6.03.123] SSNP123 - notched plate in elastoplasticity (test items embedded in QUAD4) |
| [V6.03.124] SSNP124 - drained biaxial test with a softening behavior DRUCK_PRAGER |
| [V6.03.125] SSNP125 - test cases for validation of the option INDL_ELGA |
| [V6.03.126] SSNP126 - Validation of the constitutive law JOINT_BA (link steel and concrete) in 2D plan |
| [V6.03.127] SSNP127 - Test method for relocation by regularization of the deformation GRAD_EPSI restricted access |
| [V6.03.128] SSNP128 - Validation of the element discontinuity on a flat plate |
| [V6.03.129] SSNP129 - Validation de la loi de comportement réglé BETON_PR |
| [V6.03.130] SSNP130 - Detection of singularities in a cracked plate |
| [V6.03.131] SSNP131 - Identification of energy parameter Gp 2D and 3D |
| [V6.03.132] SSNP132 - Validation IRRAD3M in plane stress restricted access |
| [V6.03.133] SSNP133 - Cracking a perforated plate with cohesive models |
| [V6.03.136] SSNP136 - Foundation Test shooting with the law of Cam-Clay |
| [V6.03.138] SSNP138 - Crack tilted 2D X-FEM |
| [V6.03.139] SSNP139 - cracking of a beam DCB elastoplastic model with a cohesive |
| [V6.03.140] SSNP140 - Tensile test on a hole by the method elastoplastic IMPL-EX |
| [V6.03.142] SSNP142 - Modelling of uplift of a dam with joint elements |
| [V6.03.143] SSNP143 - Validation of slavery to the law of joint plot of dams |
| [V6.03.144] SSNP144 - Use of a cohesive zone model with the X-FEM |
| [V6.03.145] SSNP145 - Validation of driving PRED_ELAS plasticity |
| [V6.03.147] SSNP147 - Modeling of crack initiation with the model ENDO_HETEROGENE |
| [V6.03.148] SSNP148 - Calculation of stress intensity factor for the regularization of the constraints ENDO_HETEROGENE |
| [V6.03.150] SSNP150 - Method of manufactured solutions in contact 2D and large deformations |
| [V6.03.151] SSNP151 - Compact Tension Specimen (CT) in 2D and 3D with the law CZM_TRA_MIX |
| [V6.03.152] SSNP152 - Inclusion de deux couronnes |
| [V6.03.153] SSNP153 - Contact rubbing deformable-deformable 2D large strain (shallow ironing) |
| [V6.03.154] SSNP154 – Benchmark NAFEMS de validation du contact 1 : cylinder roller contact |
| [V6.03.155] SSNP155 – Benchmark NAFEMS de validation du contact 3 : sheet metal forming |
| [V6.03.156] SSNP156 – Benchmark NAFEMS de validation du contact 4 : loaded pin |
| [V6.03.157] SSNP157 – Benchmark NAFEMS de validation du contact 5 : steel roller on rubber |
| [V6.03.158] SSNP158 - Adaptation de maillage en non-linéaire |
| [V6.03.159] SSNP159 – Energie élastique en grandes déformations plastiques d'un barreau en traction |
| [V6.03.160] SSNP160 - Diffusion d'hydrogène dans un acier élastoplastique |
| [V6.03.161] SSNP161 – Essais biaxiaux de Kupfer |
| [V6.03.162] SSNP162 – Joints 2D et 3D pour les lois JOINT_MECA_RUPT et JOINT_MECA_FROT |
| [V6.03.163] SSNP163 – Validation de la loi de comportement des aciers sous irradiations en contraintes planes |
| [V6.03.165] SSNP165 – Ring on block |
| [V6.03.166] SSNP166 - Poutre entaillée en flexion trois points |
| [V6.03.167] SSNP167 - Inclusion de deux couronnes sous pression non uniforme |
| [V6.03.168] SSNP168 - Endommagement d'éprouvettes béton de type Nooru-Mohamed |
| [V6.03.169] SSNP169 – Disque plein traversé par une interface X-FEM sous pression non uniforme |
| [V6.03.170] SSNP170 – Patch test de Taylor |
| [V6.03.171] SSNP171 - Fermeture d'une fissure en flexion |
| [V6.03.172] SSNP172 – Flexion d'une dalle en béton armé avec la loi BETON_REGLE_PR restricted access |
| [V6.03.173] SSNP173 - Contact entre deux sphères concentriques |
| [V6.03.302] SSNP302 - element loaded thermal - Appearance of parasitic stresses |
| [V6.03.303] SSNP303 - element in plane stress and tension - perfect plasticity |
| [V6.03.305] SSNP305 - Element bar in compression - Appearance of a negative pivot |
| [V6.03.306] SSNP306 - Validation of the criterion of buckling selective search of eigenvalues |
| [V6.03.307] SSNP307 - Validation of modeling GVNO and the law of behavior in ENDO_CARRE D_PLAN |
| [V6.03.311] SSNP311 - Biblio_131. Mode II crack of a specimen elastoplastic |
| [V6.03.312] SSNP312 - DMT94.132 crack parallel to the interface in a bimetallic tube CT |
| [V6.03.501] SSNP501 - Crushing of a ring between two sheets of polyurethane frictionless deformable |
| [V6.03.502] SSNP502 - Overwrite a polyurethane ring between two deformable plates with friction |
| [V6.03.503] SSNP503 - Contact in large shifts with X-FEM for horizontal cracks |
| [V6.03.504] SSNP504 - Contact in large shifts with X-FEM for oblique cracks |
| [V6.03.505] SSNP505 - Plaque multi-fissurée en bitraction- cisaillement avec X-FEM |
| [V6.03.506] SSNP506 – Vérification de l'excentrement en non linéaire |
| [V6.04.101] SSNV101 – Shear-tensile testing with the Chaboche constitutive law restricted access |
| [V6.04.102] SSNV102 – Shear-tensile testing with the S. TAHERI constitutive law |
| [V6.04.103] SSNV103 - Shear-tensile testing with the Rousselier constitutive law |
| [V6.04.104] SSNV104 – Hertzian contact of two spheres |
| [V6.04.105] SSNV105 - Modèle BETON_GRANGER_V : essai de fluage avec prise en compte de l'humidité relative et du vieillissement |
| [V6.04.108] SSNV108 – CT specimen - European Round Robin on Fracture Mechanics (1985) |
| [V6.04.112] SSNV112 - Hollow incompressible cylinder (large deformations) |
| [V6.04.113] SSNV113 – Test en traction-cisaillement avec la loi de comportement de fluage sous irradiation VISC_IRRA_LOG restricted access |
| [V6.04.115] SSNV115 - Corrugated sheet with non-linear behavior |
| [V6.04.118] SSNV118 - Shear tensile testing with the Chaboche viscoplastic law |
| [V6.04.121] SSNV121 - Rotation and hyper-elastic traction of a bar |
| [V6.04.122] SSNV122 - Rotation and follower hyper-elastic traction of a bar |
| [V6.04.124] SSNV124 – Regularized limit analysis. Norton_Hoff law. |
| [V6.04.126] SSNV126 - Éprouvette en traction-relaxation anisotherme avec le modèle VENDOCHAB |
| [V6.04.127] SSNV127 - Cylinder-bore contact and friction |
| [V6.04.128] SSNV128 - Plate with contact and friction on a rigid foundation |
| [V6.04.129] SSNV129 - Two plates contact subjected to pressure |
| [V6.04.133] SSNV133 – Uniaxial tension-compression. Mixed hardening |
| [V6.04.135] SSNV135 - Drained triaxial test with the CJS model (Level 1) |
| [V6.04.136] SSNV136 - Drained triaxial test with the CJS model (level 2) |
| [V6.04.137] SSNV137 - Prestressing cables in a straight concrete beam |
| [V6.04.138] SSNV138 - Cantilever plate subjected to large rotations due to a bending moment |
| [V6.04.139] SSNV139 – Biased plate |
| [V6.04.140] SSNV140 – Restrained cylindrical panel |
| [V6.04.141] SSNV141 – Pinched spherical shell |
| [V6.04.142] SSNV142 – Self creep testing with the Granger model |
| [V6.04.143] SSNV143 - Biaxial tension with the BETON_DOUBLE_DP constitutive law |
| [V6.04.144] SSNV144 – ending Elbow undergoing large displacements |
| [V6.04.145] SSNV145 - Cantilever plate undergoing large rotations under following pressure |
| [V6.04.146] SSNV146 - Regularized limit analysis. Tank with torispherical bottom. |
| [V6.04.147] SSNV147 – Fragile tensile test of a bar : validation of a continuation method |
| [V6.04.148] SSNV148 - Weibull and 3D Rice-Tracey models unloading behaviour |
| [V6.04.149] SSNV149 – ENDO_ISOT_BETON valdation |
| [V6.04.150] SSNV150 - Traction with triaxial constitutive law BETON_DOUBLE_DP |
| [V6.04.151] SSNV151 - Tension / Compression with the law of behavior BETON_DOUBLE_DP |
| [V6.04.152] SSNV152 - Traction elastic. Calculation of Cauchy stress |
| [V6.04.153] SSNV153 - Contact sheave - rope |
| [V6.04.154] SSNV154 - drained triaxial test with the CJS model (Level 3) |
| [V6.04.155] SSNV155 - drained triaxial test on a sample rotated by an angle of-PI / 6 relative to the x-axis with the CJS model (level 2) |
| [V6.04.157] SSNV157 - Test method for relocation by regularization of the deformation of a bar of variable section in tension restricted access |
| [V6.04.158] SSNV158 - drained triaxial test with the model of Laigle |
| [V6.04.160] SSNV160 - Hydrostatic Testing with the law CAM_CLAY |
| [V6.04.163] SSNV163 - Calculation of creep |
| [V6.04.164] SSNV164 - tensioning tendons in a beam 3D |
| [V6.04.165] FORMA42 - Travaux pratiques de la formation « Génie Civil » : mise en tension d'une poutre précontrainte à section variable |
| [V6.04.166] SSNV166 - Cylinder multiple load cracking |
| [V6.04.167] SSNV167 – Contact pour les éléments quadratiques |
| [V6.04.168] SSNV168 - drained triaxial test with a softening behavior DRUCK_PRAGER |
| [V6.04.169] SSNV169 - Coupling creep - damage |
| [V6.04.170] SSNV170 - Cube tensile simple (constant strain rate) |
| [V6.04.171] SSNV171 - Comparison and Polycrystalline SINGLE CRYSTAL |
| [V6.04.172] SSNV172 - viscoplastic single crystal |
| [V6.04.173] SSNV173 - cracked Bar with X-FEM |
| [V6.04.174] SSNV174 - Prise en compte du retrait endogène et du retrait de dessiccation dans les modèles BETON_UMLV et BETON_BURGER |
| [V6.04.175] SSNV175 - Test method for relocation by regularization of the deformation GRAD_EPSI a 3D bar of variable section in tension with the law of behavior ENDO_ORTH_BETON restricted access |
| [V6.04.176] SSNV176 - Identification of the law ENDO_ORTH_BETON |
| [V6.04.177] SSNV177 - Willam test with the law ENDO_ORTH_BETON |
| [V6.04.178] SSNV178 – Cylindre avec armature sous pression |
| [V6.04.179] SSNV179 - Cube creep in through the law LEMA_SEUIL |
| [V6.04.180] SSNV180 - Taking into account thermal expansion and creep of drying in the model BETON_UMLV_FP |
| [V6.04.181] SSNV181 - Verification of proper consideration of shear in the model BETON_UMLV_FP |
| [V6.04.182] SSNV182 - Bloc interface in frictional contact with X-FEM |
| [V6.04.183] SSNV183 - Creep test with the model VENDOCHAB |
| [V6.04.184] SSNV184 - triaxial test model with the modified Hoek-Brown |
| [V6.04.185] SSNV185 - Crack opening into a plate of finite width with 3D X-FEM |
| [V6.04.186] SSNV186 - LBB condition and frictional contact with X-FEM |
| [V6.04.187] SSNV187 - Validation of the law on a cube ELAS_HYPER |
| [V6.04.189] SSNV189 - Validation of the law on a tongue ELAS_HYPER |
| [V6.04.190] SSNV190 - Validation of the constitutive law of steel 300 in 3D radiation restricted access |
| [V6.04.191] SSNV191 - Validation Neumann conditions with X-FEM in 2D and 3D |
| [V6.04.192] SSNV192 - Test tube with central crack with XFEM |
| [V6.04.193] SSNV193 - Contact macronutrients static |
| [V6.04.194] SSNV194 - Traction on an aggregate 10-grain bainitic steel |
| [V6.04.195] SSNV195 - Bar in multi-cracking with X-FEM |
| [V6.04.196] SSNV196 - 3D bending beam (elements HEXA8 stabilized) |
| [V6.04.197] SSNV197 - Triaxial drained with the law of Hujeux |
| [V6.04.198] SSNV198 - Dirichlet conditions with X-FEM 3D |
| [V6.04.199] SSNV199 - cracking of a beam DCB with cohesive models |
| [V6.04.200] SSNV200 - Tensile testing shear model VISC_TAHERI |
| [V6.04.201] SSNV201 - Block with sliding contact interface with X-FEM |
| [V6.04.202] SSNV202 - drained oedometer test with the law of Camclay |
| [V6.04.203] SSNV203 - Application of pressure on the lips of a crack with X-FEM |
| [V6.04.204] SSNV204 - Test drained isotropic compression cyclic sand Hostun |
| [V6.04.205] SSNV205 - Essai de cisaillement cyclique drainé à pression isotrope constante avec le modèle de Hujeux |
| [V6.04.206] SSNV206 - triaxial test with the model of CIH LETK |
| [V6.04.207] SSNV207 - Shear test cycle including micro-discharges with the law of Hujeux |
| [V6.04.208] SSNV208 - drained biaxial test with the law of Hujeux |
| [V6.04.209] SSNV209 - Interface in frictional contact with X-FEM |
| [V6.04.211] SSNV211 - drained triaxial test with the model VISC_DRUC_PRAG |
| [V6.04.212] SSNV212 - Law BETON_RAG behavior: swelling free sample restricted access |
| [V6.04.213] SSNV213 - Law BETON_RAG behavior: swelling of sample prevented restricted access |
| [V6.04.214] SSNV214 - Law BETON_RAG behavior: a cyclic loading test of concrete |
| [V6.04.215] SSNV215 - Law BETON_RAG behavior: test of the main directions of rotation |
| [V6.04.216] SSNV216 - behavior law BETON_RAG: biaxial creep of a cube restricted access |
| [V6.04.217] SSNV217 - Cube in tension and compression with simple law ENDO_ORTH_BETON |
| [V6.04.218] SSNV218 - Calculation of energy parameter Gp 3D |
| [V6.04.219] SSNV219 - Method solutions manufactured in large deformations and 3D contact |
| [V6.04.220] SSNV220 - Validation of modeling GVNO and behavior law ENDO_CARRE 3D |
| [V6.04.221] SSNV221-Hydrostatic Testing with linear and parabolic behavior DRUCK_PRAGER |
| [V6.04.222] FORMA04 - Travaux pratiques de la formation « Utilisation avancée » : contact de Hertz |
| [V6.04.223] SSNV223 - Validation élémentaire de la loi ENDO_SCALAIRE et du pilotage PRED_ELAS pour la modélisation GRAD_VARI |
| [V6.04.224] FORMA08 - Travaux pratiques de la formation « Utilisation avancée » : poutre DCB 3D élastique |
| [V6.04.225] SSNV225 - Loi de comportement HAYHURST : test de fluage |
| [V6.04.226] SSNV226 – Validation du critère de rupture en contrainte critique |
| [V6.04.227] SSNV227 – Traction, en grands déplacements, d'un barreau constitué d'un matériau hyper-élastique de type Mooney-Rivlin |
| [V6.04.228] SSNV228 - Mise en pré-tension d’un goujon |
| [V6.04.229] SSNV229 - Validation des formules ETCC dans DEFI_CABLE_BP |
| [V6.04.230] SSNV230 - Validation de la loi de comportement des aciers 300 sous irradiations en 3D |
| [V6.04.231] SSNV231 – Sphère creuse sous pression interne en grandes déformations |
| [V6.04.232] SSNV232 – Essai triaxial drainé avec la loi de Mohr-Coulomb |
| [V6.04.233] SSNV233 – Essai de torsion avec la loi de Mohr-Coulomb |
| [V6.04.234] SSNV234 - Validation élémentaire de la loi ENDO_FISS_EXP et du pilotage PRED_ELAS pour la modélisation GRAD_VARI |
| [V6.04.235] SSNV235 - Influence de la température dans l'évolution du fluage des lois de comportement KIT_RGI et BETON_BURGER restricted access |
| [V6.04.236] SSNV236 - Loi de comportement BETON_RAG et KIT_RGI : fluage biaxial d'un cube restricted access |
| [V6.04.237] SSNV237 - Loi de comportement KIT_RGI : Essais de fluage propre avec prise en compte de l'endommagement restricted access |
| [V6.04.238] SSNV238 - Loi de comportement KIT_RGI : chargement cyclique d'une éprouvette en béton restricted access |
| [V6.04.239] SSNV239 - Loi de comportement KIT_RGI: test de rotation des directions principales restricted access |
| [V6.04.240] SSNV240 - Loi de comportement KIT_RGI : gonflement libre sur éprouvette restricted access |
| [V6.04.241] SSNV241 - Loi de comportement KIT_RGI : gonflement empêché sur éprouvette restricted access |
| [V6.04.245] SSNV245 - Imposition de conditions de Dirichlet sur des éléments XFEM Heaviside à l'aide d'une fonction de l'espace |
| [V6.04.246] SSNV246 - Application d'une pression répartie sur les lèvres d'une interface XFEM courbe traversant une colonne |
| [V6.04.247] SSNV247 - Application d'une pression répartie sur les lèvres d'une interface XFEM courbe traversant une calotte sphérique |
| [V6.04.301] SSNV301 - rotating cylindrical ring subjected to thermal shock and internal pressure - Von Mises (isotropic hardening) |
| [V6.04.501] SSNV501 - Stamping of sheet metal with a hemispherical punch (test Wagon) |
| [V6.04.503] SSNV503 - sliding pads on a rigid |
| [V6.04.504] SSNV504 - Extrusion of a plot |
| [V6.04.505] SSNV505 - Contact of two beams with large displacements |
| [V6.04.506] SSNV506 - elastic-plastic indentation of a block by an elastic spherical indenter |
| [V6.04.507] SSNV507 - Rotation of a rigid inclusion with X-FEM |
| [V6.04.508] SSNV508 - Bloc in plane stress with interface in tension and compression side, for quadratic elements X-FEM |
| [V6.04.509] SSNV509 - Chain in frictional contact with X-FEM quadratic |
| [V6.04.510] SSNV510 - uniaxial compression of a block multi-cracked |
| [V6.04.511] SSNV511 - Power cut by two intersecting interfaces with X-FEM |
| [V6.04.512] SSNV512 - Power cut by a vertical split is connected between two horizontal cracks with X-FEM |
| [V6.04.513] SSNV513 - Power cut by three interfaces that plugs sequentially with X-FEM |
| [V6.04.514] SSNV514 - Emboutissage d'une tôle par un poinçon cylindrique |
| [V6.04.515] SSNV515 – Essai de traction avec la loi de Rankine |
| [V6.05.100] SSNS100 - nonlinear behavior of a web |
| [V6.05.101] SSNS101 - Breakdown of a cylindrical panel under point force |
| [V6.05.102] SSNS102 - Buckling of a cylindrical shell with stiffener |
| [V6.05.105] SSNS105 – Comportement non linéaire d'une nappe d'armatures |
| [V6.05.106] SSNS106 - Damage to a flat plate under various loads with the law of behavior GLRC_DM |
| [V6.05.107] SSNS107 - Cylinder fittings with pressure |
| [V6.05.108] SSNS108 - Simulation of the test by pushing progressive SAFE |
| [V6.05.109] SSNS109 - console beam subjected to shear |
| [V6.05.110] SSNS110 – Extraction d'une nappe d'armature représentée par une membrane |
| [V6.05.111] SSNS111 - Flexion d'une dalle en béton armé sous charge répartie |
| [V6.05.112] SSNS112 – Essai de compression et traction d'un poteau de béton armé |
| [V6.05.113] SSNS113 – Simulation de l'essai TESSH restricted access |
| [V6.05.114] SSNS114 – Dégradation d’une plaque en béton armé sous sollicitations variées avec la loi BETON_REGLE_PR |
| [V6.05.115] SSNS115 - Gonflement d’une membrane souple |
| [V6.05.116] SSNS116 – Membrane souple sous poids propre |
| [V6.05.501] SSNS501 - Large displacements of a simply supported cylindrical panel |
| [V6.06.101] SSNX101 - Control of non-linear load |
| [V6.07.101] COMP001 - Test elastoplastic behavior of the material point |
| [V6.07.102] COMP002 - Test behavior visco-elastic-plastic |
| [V6.07.103] COMP003 - Test of specific behaviors in concrete. Simulation in a material point. |
| [V6.07.107] COMP007 - Validation of the thermo-mechanical non-linear elastic laws (COMP_ELAS) |
| [V6.07.108] COMP008 - Validation of the thermo-mechanical elastic-plastic laws |
| [V6.07.109] COMP009 - Validation of the thermo-mechanical modeling BAR |
| [V6.07.110] COMP010 - Validation thermo-mechanical laws elastoviscoplastic |
| [V6.07.111] COMP011 - Validation thermomechanical laws for concrete |
| [V6.07.112] COMP012 – Test de la loi de Hujeux sur un point matériel |
| [V6.08.101] SSND101 - Law of viscous behavior for discrete elements |
| [V6.08.102] SSND102 - Law kinematic behavior of non-linear discrete elements |
| [V6.08.103] SSND103 - Validation of a bilinear constitutive law of a discrete element (application to bolted connections) |
| [V6.08.104] SSND104 - Validation behavior DRUCK_PRAG_N_A |
| [V6.08.105] SSND105 - Law of visco-elastic-plastic with memory effect |
| [V6.08.106] SSND106 - Pulling multiple rotations in large deformations, isotropic hardening |
| [V6.08.107] SSND107 - Pulling multiple rotations in large deformation, kinematic hardening and mixed |
| [V6.08.109] SSND109 - cyclic loading on a single crystal |
| [V6.08.110] SSND110 - Validation laws monocrystalline DD_CFC, DD_CC |
| [V6.08.111] SSND111 - Effect of memory in a cyclic test |
| [V6.08.112] SSND112 - Rotation network and large deformations of a single crystal |
| [V6.08.113] SSND113 - SIMU_POINT_MAT large strain gradient imposed processing |
| [V6.08.115] SSND115 - Loi de comportement élasto-plastique avec effet de non radialité |
| [V6.08.116] SSND116 - Loi de comportement DIS_CHOC en statique |
| [V6.08.117] SSND117 – Validation du comportement DIS_ECRO_TRAC |
| [V7.01.100] HPLA100 - hollow cylinder in uniform rotation weighing thermoelastic |
| [V7.01.310] HPLA310 - Biblio_49 external radial crack in a circular bar subjected to a thermal shock |
| [V7.01.311] HPLA311 - Murakami 11.39. Circular cracks in the center of a sphere subjected to a uniform temperature on the lips |
| [V7.02.100] HPLP100 - Calculation of the energy release of a cracked plate in thermo-elasticity |
| [V7.02.101] HPLP101 - cracked plate in thermoelasticity (plane stress) |
| [V7.02.300] HPLP300 - plate with Young's modulus versus temperature |
| [V7.02.310] HPLP310 - Biblio_35 inner radial crack in a thick cylinder under pressure and thermal loading |
| [V7.02.311] HPLP311 - Murakami 11.17 Crack the center of a rectangular thin plate obstructing a uniform heat flow in isotropic medium |
| [V7.03.100] HPLV100 - Parallelepiped with Young's modulus is a function of temperature |
| [V7.03.101] HPLV101 - Homogenization of a homogeneous material |
| [V7.03.102] HPLV102 - Calculation of G thermoelastic infinite medium with a circular crack |
| [V7.03.103] HPLV103 - Calculation of KI and G 3D thermo-elastic circular crack |
| [V7.11.001] HSLS01 - thin plate deforming along a spherical surface |
| [V7.12.303] HSLA303 - Cylinder pressure and thermal expansion |
| [V7.12.304] HSLA304 – Analyse de nocivité d'une soudure de type « emmanchée - soudée » soumise à un transitoire thermique de type choc froid avec X-FEM restricted access |
| [V7.14.100] EPICU01 - Validation of the order POST_K_BETA |
| [V7.14.102] EPICU02 - Validation de la commande POST_K_BETA dans le cas d'un défaut elliptique avec un décalage positif |
| [V7.14.103] EPICU03 - Validation de la commande POST_K_BETA dans le cas d'un défaut semi-elliptique |
| [V7.14.304] HSLV304 - cylinder under thermal loading |
| [V7.15.100] FORMA01 - Practical training in basic use of Code_Aster |
| [V7.16.100] HSLL100 - Beam multi-fiber bi-recessed subject to a temperature field |
| [V7.20.100] HSNA100 - Drying a concrete wall |
| [V7.20.101] FORMA09 - TP training thermoplasticity |
| [V7.20.102] HSNA102 - Validation of the laws of drying on a cylindrical concrete |
| [V7.20.104] HSNA104 - Stress relieve heterogeneous welded joints by friction |
| [V7.20.105] HSNA105 - Expansion d'un cylindre creux infini avec prise en compte des dissipations thermiques dues aux déformations mécaniques |
| [V7.20.106] HSNA106 - Modèle META_LEMA_ANI : cylindre plein en traction simple avec température variable |
| [V7.22.100] HSNV100 - thermoplasticity simple tensile |
| [V7.22.101] HSNV101 - Thermo-plasticity and metal tensile simple decoupled |
| [V7.22.102] HSNV102 - Thermo-metallo-plasticity coupled with simple traction |
| [V7.22.103] HSNV103 - Thermo-plasticity and metallurgy in plane strain |
| [V7.22.104] HSNV104 - Thermo-plasticity and metallurgy in plane strain with restoration work hardening |
| [V7.22.105] HSNV105 - Plate shears: elasto-viscoplasticity with metal |
| [V7.22.120] HSNV120 - Traction hyperelastic a bar under thermal loading |
| [V7.22.121] HSNV121 - Traction in large plastic deformations of a rod under thermal loading |
| [V7.22.122] HSNV122 - Thermo-plasticity and large strain metal in simple tension |
| [V7.22.123] HSNV123 - Thermo-metallo-mechanical |
| [V7.22.124] HSNV124 - volume element in tension and temperature variables |
| [V7.22.125] HSNV125 - volume element in tension / shear and temperature variables |
| [V7.22.126] HSNV126 - Thermo-metallo-mechanical traction simple |
| [V7.22.127] HSNV127 – Plaque en traction-cisaillement : viscoplasticité avec écrouissage isotrope |
| [V7.22.128] HSNV128 – Plaque en traction-cisaillement : viscoplasticité avec écrouissage cinématique |
| [V7.22.129] HSNV129 - Test compression-expansion to study the coupling thermal-cracking |
| [V7.22.131] HSNV131 - thermoplasticity simple tensile A316L restricted access |
| [V7.22.132] HSNV132 - Crack X-FEM thermo-elasticity |
| [V7.22.133] HSNV133 - Traction thermoplastic large deformations VMIS_ISOT_PUIS |
| [V7.22.134] HSNV134 - Model META_LEMA_ANI: tube under pressure and constant temperature |
| [V7.22.135] HSNV135 - Model META_LEMA_ANI: tube under pressure and variable temperature |
| [V7.22.136] HSNV136 - Degeneration of the model law in META_LEMA_ANI Norton: large deformations in simple tensile |
| [V7.22.137] FORMA41 - Travaux pratiques de la formation « Génie Civil » : prise en compte des retraits dans l'étude d'une poutre en flexion 3 points |
| [V7.22.138] HSNV138 – Tube sous pression : écriture de la matrice d'anisotropie de la loi META_LEMA_ANI en coordonnées cartésiennes restricted access |
| [V7.22.139] HSNV139 - Plaque en traction-cisaillement : élasto-plasticité avec métallurgie |
| [V7.22.140] HSNV140 - Thermo-plasticité avec restauration d'écrouissage : essai de dilatométrie bloquée |
| [V7.23.101] HSNS101 - square plate in tension and temperature variables. Plane stress method BORST |
| [V7.23.102] HSNS102 - Plate reinforced concrete with heat load |
| [V7.30.100] WTNL100 - Consolidation of a soil column saturated poro-elastic (Terzaghi) |
| [V7.30.101] WTNL101 - Problem saturated coupled THM |
| [V7.30.102] WTNL102 - one-dimensional problem of forced convection |
| [V7.31.100] WTNV100 - undrained triaxial test with the CJS model (Level 1) |
| [V7.31.101] WTNV101 - undrained triaxial test with the model of Laigle and with hydraulic coupling |
| [V7.31.109] WTNV109 - hydro-mechanical loading of a porous medium |
| [V7.31.111] WTNV111 - Heat flow in a porous medium saturated |
| [V7.31.112] WTNV112 - gravity flow in unsaturated porous media |
| [V7.31.113] WTNV113 - gravity flow in a porous medium saturated |
| [V7.31.114] WTNV114 - water flows in a saturated porous medium |
| [V7.31.121] WTNV121 - Wetting the concrete with a damage law |
| [V7.31.122] WTNV122 - undrained triaxial test with the law CAM_CLAY |
| [V7.31.123] WTNV123 - suction triaxial test set with the model of Barcelona |
| [V7.31.124] WTNV124 - desaturation-consolidation test with the model of Barcelona |
| [V7.31.125] WTNV125 - Calcul de rééquilibrage capillaire d’un bi-matériaux |
| [V7.31.126] WTNV126 - Response to saturation paths mixed with the model-building in Barcelona |
| [V7.31.127] WTNV127 - desaturation of a porous medium with no air (modeling 3D_THV) |
| [V7.31.128] WTNV128 - undrained triaxial test with the Hoek-Brown model modified effective stress |
| [V7.31.129] WTNV129 - undrained triaxial test with the Hoek-Brown model modified total stress |
| [V7.31.130] WTNV130 - Heating of a porous medium with dissolved air desaturated (3D) |
| [V7.31.131] WTNV131 - Dissemination of air dissolved in water (3D) |
| [V7.31.132] WTNV132 - Construction of a soil column with the law of Hujeux |
| [V7.31.133] WTNV133 - Triaxial undrained with the law of Hujeux |
| [V7.31.134] WTNV134 - Triaxial undrained cyclic law Hujeux |
| [V7.31.135] WTNV135 - drained triaxial test with the model of CIH LETK |
| [V7.31.136] WTNV136 - 3D Modeling of swelling of a clay model ELAS_GONF |
| [V7.31.137] WTNV137 - drained triaxial test with the model VISC_DRUC_PRAG |
| [V7.31.138] WTNV138 - undrained triaxial test with the model VISC_DRUC_PRAG |
| [V7.31.139] WTNV139 – Modélisation d'un puits creusé dans une formation isotrope transverse saturée en eau |
| [V7.31.140] WTNV140 - Essai triaxial élastique drainé anisotrope |
| [V7.31.141] WTNV141 – Validation d'un chargement évolutif pour un problème hydromécanique saturé |
| [V7.31.142] WTNV142 – Essai triaxial non-drainé avec la loi de Mohr-Coulomb |
| [V7.31.143] WTNV143 - Application d'une pression répartie sur les lèvres d'une fissure XFEM pour le cas hydromécanique |
| [V7.31.144] WTNV144 - Consolidation d'une colonne de sol poro-élastique saturée et fracturée : utilisation de la méthode XFEM |
| [V7.31.145] WTNV145 - Application d'une pression répartie sur les lèvres d'une jonction de fissure XFEM pour le cas hydromécanique |
| [V7.31.146] WTNV146 - Validation d'un modèle de loi cohésive pour le cas hydromécanique couplé avec XFEM |
| [V7.31.147] WTNV147 - Couplage hydromécanique dans une colonne poro-élastique et fracturée : utilisation de la méthode XFEM |
| [V7.31.148] WTNV148 – Écoulement dans une interface au sein d'un massif poreux : utilisation de la méthode XFEM |
| [V7.31.149] WTNV149 – Contact au niveau d'une jonction d'interfaces cohésives pour le cas hydromécanique |
| [V7.31.150] WTNV150 – Écoulement dans une jonction d'interfaces au sein d'un massif poreux : utilisation de la méthode XFEM |
| [V7.32.102] WTNP102 - Modeling of a flat heating element initially saturated with water. Consideration of steam. |
| [V7.32.103] WTNP103 - Dissemination of air dissolved in water (plan) |
| [V7.32.104] WTNP104 - Dissemination of air dissolved in water (plan THH2M) |
| [V7.32.105] WTNP105 - Dissemination of air dissolved in water (plan HH2M) |
| [V7.32.106] WTNP106 - Heating of a porous medium with dissolved air desaturated |
| [V7.32.110] WTNP110 - Flow saturated 2D orthotropic |
| [V7.32.112] WTNP112 - resaturation a column |
| [V7.32.113] WTNP113 - resaturation of a cell |
| [V7.32.114] WTNP114 - Case reference test for calculation of mechanical deformations |
| [V7.32.115] WTNP115 - desaturation of a porous medium without air unit cell |
| [V7.32.116] WTNP116 - Problem of consolidation for the HM model permanent |
| [V7.32.117] WTNP117 - Rebalancing a dual-capillary materials described by the laws of Van Genuchten-Mualem |
| [V7.32.118] WTNP118 - Rebalancing gravity of the saturation of a column |
| [V7.32.119] WTNP119 - plane modeling of swelling of a clay model ELAS_GONF |
| [V7.32.120] WTNP120 - Appearance / disappearance of phase in a two-phase flow: gas injection in a bar-saturated pure water |
| [V7.32.121] WTNP121 - Modeling of a bar-saturated liquid compressible linear (single-phase flow) subjected to pressure shock |
| [V7.32.122] WTNP122 - Modeling of a bar-saturated compressible gas weakly non-linear (single-phase flow) subjected to pressure shock |
| [V7.32.123] WTNP123 - Appearance / disappearance of phase in a two-phase flow: Injection of gas around a gallery in an area saturated |
| [V7.32.124] WTNP124 - Test Case Liakopoulos: Drainage of water column by the force of gravity |
| [V7.32.125] WTNP125 - depletion of a reservoir |
| [V7.32.126] WTNP126 - gas injection in a fractured porous mass |
| [V7.32.127] WTNP127 - Modelling of water flow in a bar full, establishing a steady |
| [V7.32.128] WTNP128 - Testing of concrete splitting area by fluid pressure |
| [V7.32.129] WTNP129 - Modélisation HM d'un barreau saturé en liquide compressible |
| [V7.33.100] WTNA100 - Calculation of balancing a dual-capillary materials |
| [V7.33.101] WTNA101 - undrained triaxial test with a softening behavior DRUCK_PRAGER |
| [V7.33.102] WTNA102 - Dissemination of dissolved air (axi) |
| [V7.33.105] WTNA105 - Injection of gas into a material near-saturated clay type described by the laws of Van-Genuchten/Mualem |
| [V7.33.106] WTNA106 - Modeling axisymmetric heating of an initially saturated with water. Consideration of steam. |
| [V7.33.107] WTNA107 - Modeling axisymmetric heating element of a water-saturated |
| [V7.33.109] WTNA109 - desaturation of a porous medium without air unit cell |
| [V7.33.110] WTNA110 - Modeling axisymmetric swelling of a clay model ELAS_GONF |
| [V7.33.111] WTNA111 - Modeling axisymmetric joint with a hydro-mechanical coupling |
| [V7.33.112] WTNA112 – Pressurisation thermique d'une éprouvette cylindrique saturée non drainée |
| [V7.33.113] WTNA113 – Modélisation d'injection d'eau incompressible dans un milieu saturé |
| [V7.34.101] WDNP101 - Request seismic layers with a construction law Hujeux restricted access |
| [V7.34.102] WDNP102 - Réflexion et absorption d'une onde de compression le long d'une colonne poroélastique |
| [V7.42.100] HTNA100 - multipass welding restricted access |
| [V8.01.100] FDLV100 - Piston coupled to a column of incompressible fluid |
| [V8.01.101] FDLV101 - two cylinders separated by an incompressible fluid |
| [V8.01.102] FDLV102 - added weight calculated on a generalized model |
| [V8.01.103] FDLV103 - concentric spheres separated by an incompressible fluid |
| [V8.01.104] FDLV104 - Calculation of added mass of general 3D model |
| [V8.01.105] FDLV105 - Mass added axisymmetric piston coupled to a column of incompressible fluid |
| [V8.01.106] FDLV106 - Calculating depreciation added in annular flow |
| [V8.01.107] FDLV107 - added rigidities in annular flow |
| [V8.01.108] FDLV108 - Calculating depreciation added in annular flow (variable density) |
| [V8.01.109] FDLV109 - Calculation of coefficients added flow plan |
| [V8.01.110] FDLV110 - Calculation of added mass of modes obtained by substructuring |
| [V8.01.111] FDLV111 - Absorption of a pressure wave in a fluid column |
| [V8.01.112] FDLV112 - Calculation of the dam under seismic loading with restraint |
| [V8.01.113] FDLV113 - Source of pressure in a ball full of fluid-fluid interaction soil-structure |
| [V8.01.114] FDLV114 - Réponse sismique d'un réservoir cylindrique |
| [V8.01.115] FDLV115 – Réponse harmonique d'un anneau visco-élastique en couplage fluide-structure pour la réduction de modèle |
| [V8.03.100] FDNV100 - tossing a water tank with elastic deformable wall |
| [V8.21.100] ADLV100 - Piston coupled to a column of fluid |
| [V8.21.101] ADLV101 - Methods of sloshing in a tank filled with water |
| [V8.21.102] ADLS102 - Oscillator fluid-elastic meridian |
| [V8.21.200] FDLL200 - Blocked and free pipe modelized with fluid-structure beam |
| [V8.21.301] ADLV301 – Problème de couplage cavité-plaque |
| [V8.21.312] ADLV312 – Réservoir cylindrique souple rempli d'eau |
| [V8.22.100] AHLV100 - waveguide with anechoic output |
| [V8.22.101] AHLV101 - waveguide with anechoic output |
| [V8.22.302] AHLV302 – Guide d'onde anéchoïque à entrée vibro-absorbante |
| [V9.01.100] SZLZ100 - Fatigue on an offset cycle |
| [V9.01.101] SZLZ101 – Damage calculations / RainFlow method |
| [V9.01.102] SZLZ102 - Fatigue with different counting methods |
| [V9.01.103] SZLZ103 – RainFlow method |
| [V9.01.105] SZLZ105 – Cycles counting and calculation of RainFlow damage |
| [V9.01.106] SZLZ106 - Fatigue under random loading |
| [V9.01.107] SZLZ107 – Fatigue criteria for CROSSLAND and DANG VAN-PAPADOPOULOS |
| [V9.01.108] SZLZ108 - Damage calcultation with the TAHERI methods (TAHERI_MANSON and TAHERI_MIXTE) |
| [V9.01.109] SZLZ109 – Post-processing of the Lemaître damage |
| [V9.01.110] SZLZ110 - Post-processing of the generalized Lemaître damage with CALC_ELEM |
| [V9.01.111] SZLZ111 - Post-processing of the Lemaître-Sermage damage with POST_FATIGUE |
