7. E modeling#

7.1. Characteristics of modeling#

The behavior is MONOCRISTAL, in large deformations (DEFORMATION =” SIMO_MIEHE “), in a manner similar to modeling A, with a crystalline behavior that takes into account irradiation

7.2. Tested sizes and results#

7.2.1. Tested values#

Small deformations, comparison to modeling C.

Variable

Moments \((s)\)

Reference

Tolerance

\({E}_{\mathrm{zz}}\) EPSG_ELGA

0.02

0.02023

0.001

\({\sigma }_{\mathrm{zz}}\) (\(\mathrm{Mpa}\)) SIEF_ELGA

0.02

114.125

0.01

\({\rho }_{1}\) VARI_ELGA/V7)

0.02

9.8085E-07

0.005

\({\gamma }_{1}\) VARI_ELGA/V8)

0.02

0.0385

0.005

\({\rho }_{9}\) VARI_ELGA/V31)

0.02

1.0741E-07

0.13

\({\gamma }_{9}\) VARI_ELGA/V32)

0.02

1.04944E-03

0.33

Non-regression test on the last two values

\({\rho }_{9}\) VARI_ELGA/V31)

0.02

9.30093E-08

0.001

\({\gamma }_{9}\) VARI_ELGA/V32)

0.02

7.0377E-04

0.001

Large deformations, comparison to B modeling

Variable

Moments \((s)\)

Reference

Tolerance

\({E}_{\mathit{zz}}\) EPSG_ELGA

0.2

0.22385

0.002

\({\sigma }_{\mathit{zz}}\) (\(\mathit{Mpa}\)) SIEF_ELGA

0.2

320.153

0.09

\({\rho }_{1}\) VARI_ELGA/V7)

0.2

1.731E-05

0.18

\({\gamma }_{1}\) VARI_ELGA/V8)

0.2

0.31346

0.06

\({\rho }_{9}\) VARI_ELGA/V31)

0.2

8.37E-07

0.06

\({\gamma }_{9}\) VARI_ELGA/V32)

0.2

0.010410

0.06

\({\rho }_{12}\) VARI_ELGA/V40)

0.2

1.719E-05

0.24

\({\gamma }_{12}\) VARI_ELGA/V41)

0.2

0.11118

0.21

Non-regression test

\({\sigma }_{\mathit{zz}}\) (\(\mathit{Mpa}\)) SIEF_ELGA

0.2

293.247

0.001

\({\rho }_{1}\) VARI_ELGA/V7)

0.2

1.425E-05

0.001

\({\gamma }_{1}\) VARI_ELGA/V8)

0.2

0.297258

0.001

\({\rho }_{9}\) VARI_ELGA/V31)

0.2

7.87472E-07

0.001

\({\gamma }_{9}\) VARI_ELGA/V32)

0.2

9.79517E-03

0.001

\({\rho }_{12}\) VARI_ELGA/V40)

0.2

1.309E-05

0.001

\({\gamma }_{12}\) VARI_ELGA/V41)

0.2

0.088585

0.001

The results are identical to those of modeling A, which is the expected result: the coefficients making it possible to take into account the effect of irradiation in work hardening are chosen to be zero here.