3. Modélisation A#

3.1. Caractéristiques de la modélisation#

2 éléments POU_D_E \({k}_{y}={k}_{z}=1\) \(\phi =0\) par type de section

\(\mathrm{S1}\) : Section rectangulaire modélisée par SECTION : “GENERALE”

\(\begin{array}{}\begin{array}{cccc}A=0.02& \mathrm{Iy}=0.1666E-4& \mathrm{Iz}=0.6666E-4& {J}_{x}=0.45776E-4\\ & \mathrm{Ry}=0.1& \mathrm{Rz}=0.05& {R}_{T}=0.0892632\end{array}\\ \mathrm{Point}\mathrm{de}\mathrm{calcul}\mathrm{des}\mathrm{contraintes}\end{array}\)

\(\mathrm{S2}\) : Section cornière

\(\begin{array}{ccc}A=1.856E-3& {I}_{y}=4.167339E-4& {I}_{z}=1.045547E-4\\ {J}_{x}=03.9595E-8& {e}_{y}=41.012E-3& {e}_{z}=0.0\end{array}\)

\(\mathrm{S3}\) : Section rectangulaire modélisée par SECTION : RECTANGLE

\(\mathrm{Hy}=0.2\) \(\mathrm{Hz}=0.1\)

\(\mathrm{S4}\) : Section CERCLE \(R=0.1\)

\({I}_{Y}={I}_{Z}=\frac{\pi {R}^{4}}{4}=\frac{\pi}{4}{10}^{-4}\)

3.2. Caractéristiques du maillage#

\(4\times 2\) maillesSEG_2. La poutre est orientée selon le vecteur \((1,1,1)\) .

3.3. Grandeurs testées et résultats#

Cas de charge

Poutre

Identification

Référence

\({F}_{x}=1\)

\(\mathrm{S1}=\mathrm{S3}\)

\({u}_{x}(B)\)

2.887E-10

\({\theta}_{xx}(0)\)

\(\mathrm{S2}\)

\({u}_{x}(B)\)

3.11E-9

\(\mathrm{S4}\)

\({u}_{x}(B)\)

1.838E-10

\({\sigma}_{xx}\)

31.83

\({F}_{y}=1\)

\(\mathrm{S1}=\mathrm{S3}\)

\({u}_{y}(B)\)

+1.414E-7

\({\theta}_{z}(B)\)

1.225E-7

\({\sigma}_{xx}(0)\)

3000

\(\mathrm{S2}\)

\({u}_{y}(B)\)

9.017E-8

\(\mathrm{S4}\)

\({\sigma}_{xx}(0)\)

2546.479

\({F}_{z}=1\)

\(\mathrm{S1}=\mathrm{S3}\)

\({u}_{z}(B)\)

6.532E-7

\({\theta}_{y}(B)\)

-4.243E-7

\({\sigma}_{xx}(0)\)

6000

\({\sigma}_{xz}(0)\)

50

\(\mathrm{S2}\)

\({u}_{z}(B)\)

9.279E-7

\({\theta}_{y}(B)\)

1.553E-5

\({\theta}_{x}(B)\)

1.555E-5

\(\mathrm{S4}\)

\({u}_{z}(B)\)

1.386E-7

\({\theta}_{y}(B)\)

-9E-8

\({\sigma}_{xx}(0)\)

2546.479

\({\sigma}_{xz}(0)\)

31.831

\({M}_{x}=1\)

\(\mathrm{S1}=\mathrm{S3}\)

\({\theta}_{x}(B)\)

3.279E-7

\({\sigma}_{xy}={\sigma}_{xz}(0)\)

1950.0

\(\mathrm{S2}\)

\({\theta}_{x}(B)\)

3.791E-4

\({u}_{z}(B)\)

2.199E-5

\(\mathrm{S4}\)

\({\theta}_{x}(B)\)

9.556E-8

\({\sigma}_{xy}={\sigma}_{xz}(0)\)

636.62

\({M}_{y}=1\)

\(\mathrm{S1}=\mathrm{S3}\)

\({u}_{z}(B)\)

-4.899E-7

\({\theta}_{y}(B)\)

4.243E-7

\({\sigma}_{xx}(0)\)

3000

\(\mathrm{S2}\)

\({u}_{z}(B)\)

-1.959E-8

\({\theta}_{y}(B)\)

1.697E-8

\(\mathrm{S4}\)

\({u}_{z}(B)\)

-1.04E-7

\({\theta}_{y}(B)\)

9.0E-8

\({\sigma}_{xx}(0)\)

1273.2395

\({M}_{z}=1\)

\(\mathrm{S1}=\mathrm{S3}\)

\({u}_{y}(B)\)

1.061E-7

\({\theta}_{z}(B)\)

1.225E-7

\({\sigma}_{xx}(0)\)

1500.0

\(\mathrm{S2}\)

\({u}_{y}(B)\)

6.763E-8

\({\theta}_{z}(B)\)

7.809E-8

\(\mathrm{S4}\)

\({u}_{y}(B)\)

9.0E-7

\({\sigma}_{z}(B)\)

1.04E-7

\({\sigma}_{xx}(0)\)

1273.2395

\({M}_{y}=1\)

\(\mathrm{S1}=\mathrm{S3}\)

\({\sigma}_{xx}\max(0)\)

4550.0

\({M}_{z}=1\) \({F}_{x}=1\)

\({\sigma}_{xx}(\frac{a}{2,}\frac{b}{2})\)

1550.0

\(\mathrm{S4}\)

\({\sigma}_{xx}\max(0)\)

1832.4636

\({F}_{y}=1\)

\(\mathit{S1},\mathit{S3}\)

\({\sigma}_{xy}(0)\)

2000.0

\({F}_{z}=1\)

\({\sigma}_{xz}(0)\)

2000.0

\({M}_{x}=1\)

\({\sigma}_{xx}max(0)\)

9000.0

\(\mathit{S1},\mathit{S3}\)

\({\sigma}_{xx}\left(\frac{a}{2,}\frac{b}{2}\right)\)

-9000.0

\(\mathit{S4}\)

\({\sigma}_{xx}max(0)\)

3601.27

\({\sigma}_{xy}(0)\)

668.451