Reference problem ===================== Geometry --------- It is a material point, representative of a state of homogeneous stresses and deformations. Material properties ---------------------- They come from test SSNL129 [:ref:`V6.02.129 `] +-----------------------------------------------+-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+ |Isotropic elasticity |Young's modulus: | + + + | | | + + .. image:: images/Object_2.svg + | | :width: 115 | + + :height: 18 + | | | + + + | | | + + + | | | + + Poisson's ratio: :math:`\nu =0.3` + | | | +-----------------------------------------------+-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+ |Traction curve (:math:`\text{mod.}` A, B and C)| | + + .. image:: images/100002010000023B000001A8225D4A854006DF71.png + | | :width: 108 | + + :height: 24 + | | | + + + | | | +-----------------------------------------------+-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+ | | | +-----------------------------------------------+-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+ |Coefficient for the viscous law VISC_SINH | | + + .. image:: images/Object_12.svg + | | :width: 115 | + + :height: 18 + | | | + + + | | .. image:: images/Object_13.svg | + + :width: 115 + | | :height: 18 | + + + | | | + + .. image:: images/Object_14.svg + | | :width: 115 | + + :height: 18 + | | | + + + | | | +-----------------------------------------------+-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+ | | | +-----------------------------------------------+-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+ Boundary conditions and loads ------------------------------------- The load is in imposed deformations along the :math:`y` axis, corresponding to speeds :math:`\dot{\varepsilon }` of :math:`{10}^{-3}{s}^{-1}` :math:`{\varepsilon }_{\mathrm{yy}}=0.2` for :math:`T=2000s`, in 100 increments. All other components of the deformation are zero. Initial conditions -------------------- Zero stresses and deformations at :math:`t=0`.