1. Reference problem#

1.1. Geometry#
Coordinates:
The geometry is shown above.
The coordinate system is centered at \(A\) with coordinates \((\mathrm{0,0})\).
\(L=50m\)
Mesh group:
surfaces \(\mathrm{ABCD}\), \(\mathrm{EFGH}\)
segments \(\mathrm{AB}\), \(\mathrm{HE}\)
1.2. Material properties#
\(\mathrm{EFGH}\): \({E}_{1}=\mathrm{2,0}\mathrm{.}{10}^{16}\text{Pa}\)
\(\mathrm{ABCD}\): \({E}_{2}=\mathrm{2,0}\mathrm{.}{10}^{9}\text{Pa}\)
\(\mathrm{ABCD}\)/\(\mathrm{EFGH}\): \(\nu =\mathrm{0,3}\)
Springs: stiffness \(k\) in \(x\) and \(y\), \(k=10\text{N.m}{}^{-1}\)
1.3. Boundary conditions and loading#
\(\mathrm{EFGH}\):
side \(\mathrm{FG}\) recessed (\(\mathrm{DX}=\mathrm{DY}=0\))
side \(\mathrm{HE}\) contact condition
\(\mathrm{ABCD}\):
forced displacement on side \(\mathrm{CD}\) (\(\mathrm{DY}=-\mathrm{1,0}\))
side \(\mathrm{AB}\) contact condition
Springs:
embedding of points \(\mathrm{R1}\) and \(\mathrm{R2}\)