Reference problem ===================== Geometry --------- .. image:: images/1000052400001B980000129BB7A905A498F51911.svg :width: 355 :height: 240 .. _RefImage_1000052400001B980000129BB7A905A498F51911.svg: Figure 1.1-1: Reference geometry Material properties ---------------------- The material obeys a law of behavior in large plastic deformations with linear isotropic work hardening. The tensile curve is given in the plane logarithmic deformation - rational stress. +-----------------------------------------------------------------------------------------------------------------------------------------------+---------------------------------------------------------------------------------------------------------------------------------------------------------------------------+ |:math:`\sigma \mathrm{=}\frac{F}{S}\mathrm{=}\frac{F}{{S}_{0}}\mathrm{.}\frac{l}{{l}_{0}}` | | +-----------------------------------------------------------------------------------------------------------------------------------------------+---------------------------------------------------------------------------------------------------------------------------------------------------------------------------+ | |:math:`\begin{array}{c}\nu \mathrm{=}\mathrm{0,3}\\ E\mathrm{=}\mathrm{200000MPa}\\ {E}_{T}\mathrm{=}\mathrm{2000MPa}\\ {\sigma }_{y}\mathrm{=}\mathrm{1000MPa}\end{array}`| + .. image:: images/10000BA4000069D500004B3E0227F64FC3AA1029.svg + + | :width: 355 | | + :height: 240 + + | | | + Figure 1.2-1: Tensile Curve + + | | | +-----------------------------------------------------------------------------------------------------------------------------------------------+---------------------------------------------------------------------------------------------------------------------------------------------------------------------------+ :math:`{l}_{0}` and :math:`l` are, respectively, the initial length and the current length of the useful part of the test piece. :math:`{S}_{0}` and :math:`S` are, respectively, the initial and current surfaces. Boundary conditions and loads ------------------------------------- The bar, of initial length :math:`{l}_{0}`, locked in the direction :math:`Ox` on the face [:ref:`1,2 <1,2>`] has a mechanical traction movement :math:`{u}^{\mathit{meca}}` varying linearly in time on the face :math:`\mathrm{[}\mathrm{3,}4\mathrm{]}`: .. image:: images/10000DDE00000E2900000B440A7CDEAB66C949B6.svg :width: 355 :height: 240 .. _RefImage_10000DDE00000E2900000B440A7CDEAB66C949B6.svg: Figure 1.3-1: Limit conditions and loading