laws:epmohr
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laws:epmohr [2019/08/23 15:07] helene created |
laws:epmohr [2020/08/25 15:46] (current) |
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| |NINTV| number of sub-steps used to integrate numerically the constitutive equation in a time step. If NINTV=0 : number of sub-steps is based on the norm of the deformation increment and on DIV | | |NINTV| number of sub-steps used to integrate numerically the constitutive equation in a time step. If NINTV=0 : number of sub-steps is based on the norm of the deformation increment and on DIV | | ||
| |ISOL| = 0 : use of total stresses in the constitutive law | | |ISOL| = 0 : use of total stresses in the constitutive law | | ||
| - | |:::| $\neq 0$ : use of effective stresses in the constitutive lax. See annex 8. | | + | |:::| $\neq 0$ : use of effective stresses in the constitutive lax. See [[appendices:a8|Appendix 8]]. | |
| |ICBIF| = 0 : nothing | | |ICBIF| = 0 : nothing | | ||
| |:::| = 1 : Rice bifurcation criterion is computed (only for 2D plane strain analysis) | | |:::| = 1 : Rice bifurcation criterion is computed (only for 2D plane strain analysis) | | ||
laws/epmohr.1566565672.txt.gz · Last modified: 2020/08/25 15:35 (external edit)
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