2. Lois de comportement#

2.1. Éléments discrets et de poutres#

2.2. Thermo-élasticité#

2.3. Élastoplasticité incrémentale#

Thomas Helfer, Jean-Michel Proix, Olivier Fandeur. Implantation de lois de comportement mécanique à l’aide de MFront: simplicité, efficacité, robustesse et portabilité. 12ème Colloque national en calcul des structures, May 2015, Giens, France.

2.4. Élastoviscoplasticité sous irradiation#

2.5. Comportement des métaux polycristallins#

2.6. Géo-matériaux et milieux poreux#

Ioanna Rapti, Arézou Modaressi-Farahmand Razavi, Alexandre Foucault, Fernando Lopez-Caballero, François Voldoire. Coupled S-P wave propagation in nonlinear regularized micromorphic media. Computers and Geotechnics, Elsevier, 2016, 77 (1), pp.106 – 114.

Rita Riedlbeck, Daniele Di Pietro, Alexandre Ern, Sylvie Granet, Kyrylo Kazymyrenko. Stress and flux reconstruction in Biot’s poro-elasticity problem with application to a posteriori error analysis. Computers and Mathematics with Applications, Elsevier, 2017, 73 (7), pp.1593-1610.

Ioanna Rapti, Fernando Lopez-Caballero, Arézou Modaressi-Farahmand Razavi, Alexandre Foucault, François Voldoire. Liquefaction analysis and damage evaluation of embankment-type structures. Acta Geotechnica, Springer Verlag, 13, February 2018, DOI 10.1007/s11440-018-0631-z .

2.7. Comportement des bétons#

  1. Badel, V. Godard, J.-B. Leblond, Application of some anisotropic damage model to the prediction of the failure of some complex industrial concrete structure, International Journal of Solids and Structures, Vol.44, Issues 18-19, pp.5848-5874, 2007.

2.8. Comportement du béton armé#

D.Markovic, P.Koechlin, F.Voldoire. Reinforced concrete structures under extreme loading: Stress resultant Global Reinforced Concrete Models (GLRC). CompDyn, Rethymno, Crete, Greece, 13–16 June 2007.

Ch.Combescure, H.Dumontet, F. Voldoire. Dissipative Homogenised Reinforced Concrete (DHRC) constitutive model dedicated to reinforced concrete plates under seismic loading. International Journal of Solids and Structures, Volume 73–74, November 2015, Pages 78–98. https://hal.inria.fr/hal-01634203. DOI: 10.1016/j.ijsolstr.2015.07.007 .

2.9. Comportement des armatures dans les structures en béton armé#

2.10. Endommagement#

  1. Badel, V. Godard, J.-B. Leblond, Application of some anisotropic damage model to the prediction of the failure of some complex industrial concrete structure, International Journal of Solids and Structures, Vol.44, Issues 18-19, pp.5848-5874, 2007.

  1. Lorentz, V. Godard, Gradient damage models : toward full-scale computations, Comput. Meth. Appl. Mech. Engrg. 200, pp. 1927-1944, 2011.

2.11. Modèles métallurgiques#

  1. Waeckel, P. Dupas, S. Andrieux. A Thermo-Metallurgical Model for Steel Cooling Behaviour: Proposition,

Validation and Comparison with the Sysweld’s Model. Journal de Physique IV, Volume 6, janvier 1996.

2.12. Visco-élasticité#

2.13. Élastoviscoplasticité des métaux#

  1. Lorentz, J. Besson, V. Cano, Numerical simulation of ductile fracture : an efficient and robust implementation of the Rousselier constitutive law, Computer Methods in Applied Mechanics and Engineering, 197, pp. 1965-1982, 2008.

Zhang Y, Lorentz E, Besson J. Ductile damage modelling with locking‐free regularised GTN model. Int J Numer Methods Eng., Vol. 113, pp.1871–1903, 2013. https://doi.org/10.1002/nme.5722

2.14. Lois cohésives et de joints#

  1. Lorentz, S. Cuvilliez, K. Kazymyrenko, Convergence of a gradient damage model toward a cohesive zone model, CR Mécanique 339, pp. 20-26, 2011.

  1. Lorentz, S. Cuvilliez, K. Kazymyrenko, Modelling large crack propagation : from gradient damage to cohesive zone models, Int. J. Fracture, Vol. 178, n°1-2, pp. 85-95, 2012.

  1. Debruyne, J. Laverne, P.-E. Dumouchel, Dynamic crack growth : analytical and numerical CZM approaches from basic tests to industrial structures, Engineering Fracture Mechanics, Vol. 90, pp. 1-29, 2012.

  1. Cuvilliez, F. Feyel, E. Lorentz, S. Michel-Ponnelle, A Finite Element approach coupling a continuous gradient damage model and a cohesive zone model within the framework of quasi-brittle failure, CMAME, Vol. 237-240, pp. 244-259, 2012.