1. Reference problem#
1.1. Geometry#
1.2. Material properties#
Isotropic elasticity \(E\mathrm{=}2.{E}^{11}\mathit{Pa}\) \(\nu =0.3\)
Viscoplasticity model VISCOCHAB (modeling A), without kinematic work hardening:
\(k\) |
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0 |
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\(\text{A\_K}\) |
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0 |
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\(\text{B}\) |
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0 |
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\(\text{N}\) |
12 |
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0 |
Elasto-plasticity with isotropic work hardening (B modeling): model VMIS_ISOT_TRAC
Isotropic work hardening |
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\(\text{R\_0}\mathrm{=}\mathit{Sy}\) |
\(750\mathit{E⁶}\mathit{Pa}\) |
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Traction curve |
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\({\epsilon }_{0}\) |
\(\mathit{Sy}\mathrm{/}E\) |
\(\sigma\) |
\(\mathit{Sy}\) |
\(\epsilon\) |
\(\sigma\) |
\(1500\mathit{E⁶}\mathit{Pa}\) |
Viscoplasticity (C modeling): model VISC_ISOT_TRAC
Isotropic work hardening |
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\(\text{R\_0}\mathrm{=}\mathit{Sy}\) |
\(750\mathit{E⁶}\mathit{Pa}\) |
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VISC_SINH |
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\(\text{SIGM\_0}\) |
\(6167\mathrm{E⁶}\mathrm{Pa}\) |
EPSI_0 |
\(3.31131121483{E}^{13}\mathit{Pa}\) |
\(\text{M}\) |
\(6.76\) |
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Traction curve |
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\({\epsilon }_{0}\) |
\(\mathit{Sy}\mathrm{/}E\) |
\(\sigma\) |
\(\mathit{Sy}\) |
\(\epsilon\) |
\(\sigma\) |
\(1500\mathrm{E⁶}\mathrm{Pa}\) |
Material settings under CRIT_RUPT:
Critical constraint: \(\text{SIGMA\_C}\mathrm{=}7.8{E}^{8}\mathit{Pa}\), \(\mathit{COEF}\mathrm{=}10000.\) [4]
1.3. Boundary conditions and loads#
+———————————-+—————————-+———————————————————————————–+——————————————–++ |Imposed deformation: || +———————————-+—————————-+———————————————————————————–+——————————————–++ |:math:`{\epsilon }_{\mathrm{max}}`|\(0.05\) |speed |:math:`{1.E}^{-4}` || +———————————-+—————————-+———————————————————————————–+——————————————–++ |Time-dependent charging: || +———————————-+—————————-+———————————————————————————–+——————————————–++ |:math:`{t}_{0}\mathrm{=}0.` |:math:`\epsilon \mathrm{=}0`|\(\mathit{tmax}\mathrm{=}\) \({\epsilon }_{\mathrm{max}}/\mathrm{vitesse}`|:math:\)epsilon ={epsilon }_{mathrm{max}}`|| +———————————-+—————————-+———————————————————————————–+——————————————–++
Traction: |
\(\mathit{FACEYZ}\) |
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Blocking: |
\(\mathit{FACEXZ}\) \(\mathrm{Dy}=0\) |
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\(\mathrm{FACEYZ}\) |
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