1. Reference problem#
1.1. Geometry#
1.2. Material properties#
\(E=210000\mathrm{MPa}\)
\(\nu =0.3\)
1.3. Boundary conditions and loads#
\({U}_{z}=0\) |
in the plan: |
\(Z=0\) |
|
\({U}_{x}=0\) |
on the segment: |
\(X=0\) |
|
\({U}_{y}=0\) |
in the plane: |
\(Y=0\) |
out of the crack |
\({U}_{x}=-1\) |
on the segment: |
\(X=120\) |
|