1. Reference problem#
1.1. Geometry#

Thickness of the plate: \(h=0.0005m\)
Plate radius: \(R=0.115m\)
1.2. Material properties#
The properties of the material constituting the plate are:
\(E=2.1{10}^{11}\mathrm{Pa}\) |
Young’s module |
\(\nu =0.3\) |
Poisson’s ratio |
1.3. Boundary conditions and loads#
Boundary conditions:
on the outline of the plate (point \(B\)): movement according to \(Y=0\) and rotation around \(Z=0\)
Loading: a uniformly distributed compression force \(F\) is applied to the external contour of the plate.
1.4. Initial conditions#
Not applicable.