1. Reference problem#

1.1. Geometry#

_images/10001508000069BB00005829E386C8F623839595.svg

1.2. Material properties#

Isotropic elastic material:

\(E=200000\mathrm{Mpa}\)

\(\nu =0.3\)

1.3. Boundary conditions and loads#

Point \(B\):	\({u}_{x}=0\)
	\({u}_{y}=0.\)

A transverse pressure \(p\) is applied to the plate: \(p=222.72N/{\mathrm{mm}}^{2}\). This pressure corresponds to an arrow \({w}_{0}\) of \(1.5\mathrm{mm}\).

Radius \(r=10\mathrm{mm}\)

Thickness \(h=1\mathrm{mm}\)

The problem is axisymmetric.