1. Reference problem#

1.1. Geometry#

_images/Object_1.svg

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:

\(k\)

\(626.423911{E}^{6}\mathit{Pa}\)

\(\text{Q\_M}\)

\(3.982809551{E}^{8}\mathit{Pa}\)

\(\text{C2}\)

0

\(\text{A\_K}\)

\(0.215443469\)

\(\text{Q\_0}\)

\(3.982809551{E}^{8}\mathit{Pa}\)

\(\text{C1}\)

0

\(\text{B}\)

\(11.53016\)

\(\text{K\_0}\)

\(k\mathrm{\times }0.21544\mathit{Pa}{S}^{1\mathrm{/}N}\)

\(\text{G1\_0}\)

0

\(\text{N}\)

12

\(\text{G2\_0}\)

0

Elasto-plasticity with isotropic work hardening (B modeling): model VMIS_ISOT_TRAC

Isotropic work hardening

\(\text{R\_0}\mathrm{=}\mathit{Sy}\)

\(750\mathit{E⁶}\mathit{Pa}\)

Traction curve

\({\epsilon }_{0}\)

\(\mathit{Sy}\mathrm{/}E\)

\(\sigma\)

\(\mathit{Sy}\)

\(\epsilon\)

\(\sigma\)

\(1500\mathit{E⁶}\mathit{Pa}\)

Viscoplasticity (C modeling): model VISC_ISOT_TRAC

Isotropic work hardening

\(\text{R\_0}\mathrm{=}\mathit{Sy}\)

\(750\mathit{E⁶}\mathit{Pa}\)

VISC_SINH

\(\text{SIGM\_0}\)

\(6167\mathrm{E⁶}\mathrm{Pa}\)

EPSI_0

\(3.31131121483{E}^{13}\mathit{Pa}\)

\(\text{M}\)

\(6.76\)

Traction curve

\({\epsilon }_{0}\)

\(\mathit{Sy}\mathrm{/}E\)

\(\sigma\)

\(\mathit{Sy}\)

\(\epsilon\)

\(\sigma\)

\(1500\mathrm{E⁶}\mathrm{Pa}\)

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:

\(\mathit{FACEYZ}\)

\(\mathrm{Dz}=1\)

Blocking:

\(\mathit{FACEXZ}\) \(\mathrm{Dy}=0\)

\(\mathrm{FACEXY}\)

\(\mathrm{Dz}=0\)

\(\mathrm{FACEYZ}\)

\(\mathrm{Dx}=0\)