1. Reference problem#
1.1. Geometry#

Thickness: \(h\mathrm{=}\mathrm{0,02}m\)
1.2. Material properties#
The material is isotropic elastic:
\(E\mathrm{=}\mathrm{2,1}\mathrm{.}\mathrm{\times }{10}^{11}\mathit{Pa}\)
\(\nu \mathrm{=}0.3\)
1.3. Boundary conditions and loads#
Free conditions
Loading:
Internal pressure: \(p\mathrm{=}{10}^{4}\mathit{Pa}\)
1.4. Initial conditions#
Néant