1. Reference problem#

1.1. Geometry#

_images/Shape1.gif

Dots

X

Y

Z

A

0.5

0.5

B

0.5

C

Thickness: \(h\mathrm{=}\mathrm{0,01}m\)

1.2. Material properties#

The material is isotropic elastic whose properties are:

  • \(E\mathrm{=}\mathrm{2,1}\mathrm{.}\mathrm{\times }{10}^{11}\mathit{Pa}\)

  • \(\nu \mathrm{=}0.3\)

1.3. Boundary conditions and loads#

The beam is embedded in \(x\mathrm{=}0\):

  • \(\mathit{DX}\mathrm{=}\mathit{DY}\mathrm{=}\mathit{DZ}\mathrm{=}\mathit{DRX}\mathrm{=}\mathit{DRY}\mathrm{=}\mathit{DRZ}\mathrm{=}0\)

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_images/Shape2.gif

1.4. Initial conditions#

Néant