E modeling ============== Characteristics of modeling E ------------------------------------- Modeling AXIS. Model of DRUCK_PRAG_N_A with linear, parabolic and exponential negative work hardening. .. image:: images/Shape9.gif .. _RefSchema_Shape9.gif: .. csv-table:: "Number of nodes", ":math:`4` ", "", "", "" "Number of meshes", ":math:`5` ", "That is:", "", "" "", "", "SEG2 "," :math:`4`" "", "", "QUAD4 "," :math:`1`" The square is in space :math:`[0.\mathrm{,1}\mathrm{.}]\text{x}[0.\mathrm{,1}\mathrm{.}]`. Coordinates of points :math:`(m)`: :math:`A:(0.,0.)` :math:`B:(1.,0.)` :math:`C:(1.,1.)` :math:`D:(0.,1.)` Knitwear: :math:`\mathrm{M1}`: surface :math:`\mathrm{ABDC}` :math:`\mathrm{M2}`: segment :math:`\mathrm{AB}` :math:`\mathrm{M3}`: segment :math:`\mathrm{BC}` :math:`\mathrm{M4}`: segment :math:`\mathrm{CD}` :math:`\mathrm{M5}`: segment :math:`\mathrm{DA}` Node groups: :math:`A,B` Tested sizes and results ------------------------------ +--------------------------------+-----+----------+--------------------------------+-----------------------------------+-------------------------------------+---------------------------+ |Grandeur |Point|NUME_ORDRE|Reference, linear work hardening|Reference, parabolic work hardening|Reference, exponential work hardening|Tolerance :math:`\text{\%}`| +--------------------------------+-----+----------+--------------------------------+-----------------------------------+-------------------------------------+---------------------------+ |:math:`\mathit{SIZZ}(N/{m}^{2})`|A |9 |:math:`-8.77\mathrm{.}{10}^{6}` |:math:`-8.76\mathrm{.}{10}^{6}` |:math:`-8.77\mathrm{.}{10}^{6}` |0.1 | + + +----------+--------------------------------+-----------------------------------+-------------------------------------+---------------------------+ | | |34 |:math:`-7.20\mathrm{.}{10}^{6}` |:math:`-6.44\mathrm{.}{10}^{6}` |:math:`-7.55\mathrm{.}{10}^{6}` |0.1 | + + +----------+--------------------------------+-----------------------------------+-------------------------------------+---------------------------+ | | |60 |:math:`-5.86\mathrm{.}{10}^{6}` |:math:`-5.80\mathrm{.}{10}^{6}` |/ |0.1 | +--------------------------------+-----+----------+--------------------------------+-----------------------------------+-------------------------------------+---------------------------+ |:math:`\mathrm{V1}` |A |9 |:math:`4.69\mathrm{.}{10}^{-5}` |:math:`5.11\mathrm{.}{10}^{-5}` |:math:`4.69\mathrm{.}{10}^{-5}` |0.1 | + + +----------+--------------------------------+-----------------------------------+-------------------------------------+---------------------------+ | | |34 |:math:`5.3\mathrm{.}{10}^{-3}` |:math:`5.4\mathrm{.}{10}^{-3}` |:math:`5.3\mathrm{.}{10}^{-3}` |0.1 | + + +----------+--------------------------------+-----------------------------------+-------------------------------------+---------------------------+ | | |60 |:math:`9.8\mathrm{.}{10}^{-3}` |:math:`9.8\mathrm{.}{10}^{-3}` |/ |0.1 | +--------------------------------+-----+----------+--------------------------------+-----------------------------------+-------------------------------------+---------------------------+ |:math:`\mathrm{DY}(m)` |A |9 |:math:`-1.2\mathrm{.}{10}^{-3}` |:math:`-1.2\mathrm{.}{10}^{-3}` |:math:`-1.2\mathrm{.}{10}^{-3}` |0.1 | + + +----------+--------------------------------+-----------------------------------+-------------------------------------+---------------------------+ | | |34 |:math:`-4.9\mathrm{.}{10}^{-3}` |:math:`-4.9\mathrm{.}{10}^{-3}` |:math:`-4.9\mathrm{.}{10}^{-3}` |0.1 | + + +----------+--------------------------------+-----------------------------------+-------------------------------------+---------------------------+ | | |60 |:math:`-8.8\mathrm{.}{10}^{-3}` |:math:`-8.8\mathrm{.}{10}^{-3}` |/ |0.1 | +--------------------------------+-----+----------+--------------------------------+-----------------------------------+-------------------------------------+---------------------------+