In this analysis some computational models are introduced for the finite element analysis of isotropic and kinematic hardening behaviors. The response to a cyclic load is analyzed for some stainless steels. These simulations exploit a linear quadratic finite element with elastic-plastic behavior with isotropic and kinematic hardening. These models are fundamental for analyzing the material response following a repeated cyclic load.
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Energy redefine:
\[CapitalPsi]e \[DoubleRightTee] \[Lambda]e/
2 (Tr[\[DoubleStruckCapitalD]e])^2 + \[Mu]e Tr[\
\[DoubleStruckCapitalD]e . \[DoubleStruckCapitalD]e] +
1/2 H Tr[Transpose[\[Alpha]] . \[Alpha]];
Redefine yelding function:
fg \[DoubleRightTee]
SMSSqrt[
3/2 Tr[
Transpose[\[Sigma]dev - q] . (\[Sigma]dev - q)]] - (\[Sigma]YO);
Does vector derivative require special definition ? Like
Also update:
\[Alpha]n = {{\[DoubleStruckH]gnIO[[4]], \[DoubleStruckH]gnIO[[
5]]}, {\[DoubleStruckH]gnIO[[5]], \[DoubleStruckH]gnIO[[6]]}};
\[Lambda]n = \[DoubleStruckH]gnIO[[7]];
Must update also q
with symmetric
flag:
SMSFreeze[q, -SMSD[\[CapitalPsi]e, \[Alpha], "Symmetric" -> True],
"Symmetric" -> True];
Output for the procedure:
\[DoubleStruckCapitalQ] = {\[DoubleStruckCapitalQ]\[Epsilon][[1,
1]], \[DoubleStruckCapitalQ]\[Epsilon][[2,
2]], \[DoubleStruckCapitalQ]\[Epsilon][[1, 2]], Qq[[1, 1]],
Qq[[2, 2]], Qq[[1, 2]], Q\[Lambda]};
- 21 dec - Testing for the cinematic hardening introduction.
- 22 dec - Kinematic hardening works. Talked with prof. See first_test README.md
- Before going on create the two different elements for FEM
- 24 dec - Creation of two different elements:
Q1EPS
andQ1EPS2
and done patch test.
- Before going one transform the notebook to easly select
Q1EPS
orQ1EPS2
. Use procedure withisotropic
/cinematic
.