1. Reference problem#
1.1. Geometry#

\(L\mathrm{=}10.m\)
\(b\mathrm{=}\text{}3.m\)
\(h\mathrm{=}\text{}2.m\)
1.2. Material properties#
\(E\mathrm{=}200000.\mathit{Pa}\) Young’s module
\(\nu \mathrm{=}0.3\) Poisson’s ratio
\(\rho \mathrm{=}10000\mathit{Kg}\mathrm{/}{m}^{3}\) Density
1.3. Boundary conditions and loads#
Boundary conditions
Point \(C\): embedding
Point \(B\): free
Loads
Traction \(\mathit{FX}\mathrm{=}10.N\)
Simple bending \(\mathit{MY}\mathrm{=}2.\mathit{N.m}\)
Simple Bending \(\mathit{MZ}\mathrm{=}3.\mathit{N.m}\)
1.4. Initial conditions#
Sans