laws:epplasol
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laws:epplasol [2020/08/25 15:46] 127.0.0.1 external edit |
laws:epplasol [2023/11/21 13:12] (current) sophie [Real parameters] |
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| |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 law. See [[appendices:a8|Appendix 8]] | | |:::| $\neq$ 0 : use of effective stresses in the constitutive law. See [[appendices:a8|Appendix 8]] | | ||
| + | |ICBIF| = 0 : nothing| | ||
| + | |:::| = 1 : Rice bifurcation criterion is computed (only for 2D plane strain analysis) | | ||
| |ILODEF| Shape of the yield surface in the deviatoric plane : | | |ILODEF| Shape of the yield surface in the deviatoric plane : | | ||
| + | |:::| = 1 : circle in the deviatoric plane| | ||
| + | |:::| = 2 : smoothed irregular hexagon in the deviatoric plane| | ||
| + | |ILODEG| Shape of the flow surface in the deviatoric plane : | | ||
| |:::| = 1 : circle in the deviatoric plane| | |:::| = 1 : circle in the deviatoric plane| | ||
| |:::| = 2 : smoothed irregular hexagon in the deviatoric plane| | |:::| = 2 : smoothed irregular hexagon in the deviatoric plane| | ||
| |IECPS| = 0 : $\psi$ is defined with PSIC and PSIE| | |IECPS| = 0 : $\psi$ is defined with PSIC and PSIE| | ||
| |:::| = 1 : $\psi$ is defined with PHMPS| | |:::| = 1 : $\psi$ is defined with PHMPS| | ||
| + | |:::| = 2 : Variable dilatancy (El Moustapha,2014) ((El Moustapha, K. (2014) ‘Identification of an enriched constitutive law for geomaterials in the presence of a strain localisation’, Thesis, Liège University.))| | ||
| + | |:::| = 3 : Variable dilatancy (Salehnia, 2015)((Salehnia, F. (2015) From some obscurity to clarity in Boom clay behavior: Analysis of its coupled hydro-mechanical response in the presence of strain localization. Thesis, Liège University.))| | ||
| |KMETH| = 2 : actualised VGRAD integration| | |KMETH| = 2 : actualised VGRAD integration| | ||
| |:::| = 3 : Mean VGRAD integration (Default value) | | |:::| = 3 : Mean VGRAD integration (Default value) | | ||
| Line 117: | Line 124: | ||
| |:::| 2 : concrete hydration via .hydr file | | |:::| 2 : concrete hydration via .hydr file | | ||
| ==== Real parameters ==== | ==== Real parameters ==== | ||
| - | ^ Line 1 (7G10.0/7G10.0/7G10.0/5G10.0 ) ^^ | + | ^ Line 1 (8G10.0) ^^ |
| |E| YOUNG’s elastic modulus | | |E| YOUNG’s elastic modulus | | ||
| |ANU| Poisson ratio | | |ANU| Poisson ratio | | ||
| Line 125: | Line 132: | ||
| |DIV| Size of sub-steps for computation of NINTV (only if NINTV=0; Default value=5.D-3) | | |DIV| Size of sub-steps for computation of NINTV (only if NINTV=0; Default value=5.D-3) | | ||
| |PHMPS| Constant value for definition of | | |PHMPS| Constant value for definition of | | ||
| + | |AE| If AE$\neq$0, Linear evolution of young modulus with confinement pressure is considered $E=E0+AE \cdot \sigma$| | ||
| ^ Line 2 (7G10.0) ^^ | ^ Line 2 (7G10.0) ^^ | ||
| |PHIC0| Initial Coulomb's angle (in degrees) for compressive paths | | |PHIC0| Initial Coulomb's angle (in degrees) for compressive paths | | ||
| Line 137: | Line 145: | ||
| |COHF| Final value of cohesion | | |COHF| Final value of cohesion | | ||
| |BCOH| Only if there is hardening/softening | | |BCOH| Only if there is hardening/softening | | ||
| - | |BIOPT| | | + | |BIOPT| Parameter for optimising the bifurcation computation based on Linear Comparison Solid (L.C.S). If BIOPT = 0 then Upper Bound L.C.S. If BIOPT = 1 then Lower Bound of L.C.S. If 0<BIOPT<1 then Intermediate L.C.S.| |
| |AK1|Capillary cohesion first parameter | | |AK1|Capillary cohesion first parameter | | ||
| |AK2|Capillary cohesion second parameter | | |AK2|Capillary cohesion second parameter | | ||
| |DECCOH| Cohesion hardening shifting | | |DECCOH| Cohesion hardening shifting | | ||
| - | ^ Line 4 - Only if IDAM = 2 (5G10.0) ^^ | + | ^ Line 4 - Only If IECPS = 2 Or IECPS = 3 (7G10.0) ^^ |
| + | |PSICPEAK| Peak of dilatancy angle for compressive paths (If IECPS=2 then PSICPEAK is the initial value of dilatancy angle| | ||
| + | |PSICLIM| Limit value of dilatancy angle for compressive paths| | ||
| + | |RATPSI| Ratio between initial and peak of dilatancy angle| | ||
| + | |BPSI| Value of EEQU for which PSIC=0.5 (PSICPEAK - PSICLIM) | | ||
| + | |PSIEPEAK| Peak of dilatancy angle for extensive paths (If IECPS=2 then PSIEPEAK is the initial value of dilatancy angle) | | ||
| + | |PSIELIM| Limit value of dilatancy angle for extensive paths| | ||
| + | |DECPSI| Value of EEQU when the dilatancy angle has been half decreased between its initial and final values| | ||
| + | ^ Line 4 - Only if IDAM = 1 AND (IECPS = 0 or IECPS =1) (2G10.0) \\ Or Line 5 - Only If IDAM = 1 AND (IECPS = 2 or IECPS = 3) (2G10.0) ^^ | ||
| + | |P| Parameter controlling the damage evolution rate | | ||
| + | |YD0| Initial threshold | | ||
| + | ^ Line 4 - Only if IDAM = 2 AND (IECPS = 0 or IECPS =1) (5G10.0) \\ Or Line 5 - Only If IDAM = 2 AND (IECPS = 2 or IECPS = 3)(5G10.0) ^^ | ||
| |__Note__: The evolution of the hydratation degree must be specified in file *.hydr such that: \\ TIMES \\ (I10) number of time steps defined below \\ (2G10.0, repeated) Time step, alpha|| | |__Note__: The evolution of the hydratation degree must be specified in file *.hydr such that: \\ TIMES \\ (I10) number of time steps defined below \\ (2G10.0, repeated) Time step, alpha|| | ||
| |FCF| Final simple compression resistance | | |FCF| Final simple compression resistance | | ||
laws/epplasol.1598363189.txt.gz · Last modified: 2020/08/25 15:46 by 127.0.0.1
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