Reference problem ===================== Geometry --------- Cylindrical tank of medium radius :math:`R=5.7m`, :math:`e=0.04m` thick and :math:`L=16m` high,, and in height, simply supported at its base (rotation is free), and subjected to internal hydrostatic pressure. .. image:: images/Shape1.gif .. _RefSchema_Shape1.gif: .. csv-table:: "Average radius:", ":math:`R=5.7m`" "Thickness:", ":math:`e=0.04m`" "Height:", ":math:`L=16m`" Material properties ----------------------- The properties of the materials constituting the plate are: +----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+---------------------------------+ |*Material 1*: isotropic elastic: |Young's modulus |:math:`E=2.1{10}^{11}\mathrm{Pa}`| +----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+---------------------------------+ | | | | +----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+---------------------------------+ | |Poisson's ratio |:math:`\nu =0.3` | +----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+---------------------------------+ | | | | +----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+---------------------------------+ |*Material 2*: orthotropic elastic: In order to get rid of the dependence of the notations on the orthotropy coordinate system, the material characteristics are given in the cylindrical coordinate system|:math:`\begin{array}{c}{E}_{r}\mathrm{=}2.1E11\mathit{Pa}\\ {E}_{\theta }\mathrm{=}2.1E11\mathit{Pa}\\ {E}_{z}\mathrm{=}4E11\mathit{Pa}\\ {\nu }_{r\theta }\mathrm{=}0.075\\ {\nu }_{rz}\mathrm{=}0.075\\ {\nu }_{\theta z}\mathrm{=}0.075\\ {G}_{r\theta }\mathrm{=}0.35E10\mathit{Pa}\\ {G}_{rz}\mathrm{=}0.45E10\mathit{Pa}\\ {G}_{\theta z}\mathrm{=}0.45E10\mathit{Pa}\end{array}` | +----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+---------------------------------+ Boundary conditions and loads ------------------------------------- Base :math:`z=0` simply pressed Internal pressure varying linearly as follows :math:`z`: :math:`p(z)=\mathrm{P0.}(L-z)/L` with :math:`\mathrm{P0}=15000\mathrm{Pa}`. Initial conditions -------------------- Not applicable.