laws:epplasol
Differences
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| Both sides previous revision Previous revision Next revision | Previous revision | ||
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laws:epplasol [2023/11/20 16:07] sophie [Integer parameters] |
laws:epplasol [2023/11/21 13:12] (current) sophie [Real parameters] |
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| |:::| 2 : concrete hydration via .hydr file | | |:::| 2 : concrete hydration via .hydr file | | ||
| ==== Real parameters ==== | ==== Real parameters ==== | ||
| - | ^ Line 1 (7G10.0) ^^ | + | ^ Line 1 (8G10.0) ^^ |
| |E| YOUNG’s elastic modulus | | |E| YOUNG’s elastic modulus | | ||
| |ANU| Poisson ratio | | |ANU| Poisson ratio | | ||
| Line 149: | Line 149: | ||
| |AK2|Capillary cohesion second parameter | | |AK2|Capillary cohesion second parameter | | ||
| |DECCOH| Cohesion hardening shifting | | |DECCOH| Cohesion hardening shifting | | ||
| - | ^ Line 4 - Only If IECPS = 2 Or If IECPS = 3 (7G10.0) ^^ | + | ^ 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| | |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| | |PSICLIM| Limit value of dilatancy angle for compressive paths| | ||
| Line 157: | Line 157: | ||
| |PSIELIM| Limit value of dilatancy angle for extensive paths| | |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| | |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 If IECPS = 2 or If IECPS = 3 (2G10.0) ^^ | + | ^ 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 | | |P| Parameter controlling the damage evolution rate | | ||
| |YD0| Initial threshold | | |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 If IECPS = 2 or If IECPS = 3 (5G10.0) ^^ | + | ^ 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.1700492861.txt.gz · Last modified: 2023/11/20 16:07 by sophie
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