Reference problem ===================== .. image:: images/Shape1.gif .. _RefSchema_Shape1.gif: Geometry --------- The cube is in space :math:`[0.\mathrm{,1}\mathrm{.}]\times [0.\mathrm{,1}\mathrm{.}]\times [0.\mathrm{,1}\mathrm{.}]`. Coordinates of points :math:`(m)`: :math:`A:(0.,0.,0.)` :math:`G:(1.,1.,1.)` Cube geometry :math:`L=1` Material properties ---------------------- * * * Elastic * :math:`E=200.0\times {10}^{3}\mathrm{Pa}` Young's module * :math:`\nu =0.3` Poisson's ratio * Lemaitre (modeling A) * :math:`n=10.8`; :math:`\frac{1}{K}=6.9\times {10}^{-4}`; :math:`\frac{1}{m}=0.102` * * * Taheri (B modeling) * :math:`{R}_{0}=0.001` * :math:`\alpha =0.` * :math:`m=1.` * :math:`A=0.` * :math:`b=0.` * :math:`{C}_{1}=0.` * :math:`{C}_{\infty }=0.` * :math:`S=900.` * * * Taheri (C modeling) * :math:`{R}_{0}=72.` * :math:`\mathrm{\alpha }=0.3` * :math:`m=0.1` * :math:`A=312.` * :math:`b=30.` * :math:`{C}_{1}=0.` * :math:`{C}_{\mathrm{\infty }}=0.065` * :math:`S=450.` Boundary conditions and loads ------------------------------------- A and B models ~~~~~~~~~~~~~~~~~~~~~~ Imposed displacement :math:`(m)`: * side :math:`\mathit{ABCD}`: :math:`\mathit{DZ}=0` * side :math:`\mathit{AEHD}`: :math:`\mathit{DY}=0` * side :math:`\mathit{BFGC}`: :math:`\mathit{DY}=0.5` * side :math:`\mathit{ABFE}`: :math:`\mathit{DX}=0` The displacement :math:`\mathit{DY}` imposed on face :math:`\mathit{BFGC}` varies progressively according to the function shown in the figure below. .. image:: images/Shape2.gif .. _RefSchema_Shape2.gif: C modeling ~~~~~~~~~~~~~~~ Imposed displacement :math:`(m)`: * side :math:`\mathit{ABCD}`: :math:`\mathit{DZ}=0` * side :math:`\mathit{AEHD}`: :math:`\mathit{DY}=0` * side :math:`\mathit{ABFE}`: :math:`\mathit{DX}=0` Pressure imposed :math:`(\mathit{Pa})`: * side :math:`\mathit{BFGC}`: :math:`\mathit{PRES}=-520` The multiplier function of the pressure imposed on face :math:`\mathit{BFGC}` as a function of time is represented in the figure below. .. image:: images/Shape3.gif .. _RefSchema_Shape3.gif: