This option is used to define a cap creep model and material properties. Creep behavior defined by this option is active only during *SOILS, CONSOLIDATION; *COUPLED TEMPERATURE-DISPLACEMENT; and *VISCO procedures. It must be used in conjunction with the *CAP PLASTICITY and the *CAP HARDENING options.
Product: ABAQUS/Standard
Type: Model data
Level: Model
Set this parameter equal to the number of field variable dependencies included in the definition of the creep constants, in addition to temperature. If this parameter is omitted, it is assumed that the creep constants depend only on temperature. See Specifying field variable dependence” in “Material data definition, Section 16.1.2 of the ABAQUS Analysis User's Manual, for more information.
Set LAW=STRAIN (default) to choose a strain hardening power law.
Set LAW=TIME to choose a time hardening power law.
Set LAW=SINGHM to choose a Singh-Mitchell type law.
Set LAW=USER to input the creep law using user subroutine CREEP.
Set MECHANISM=COHESION (default) to choose the cohesion creep mechanism, which is similar in behavior to Drucker-Prager creep.
Set MECHANISM=CONSOLIDATION to choose the consolidation creep mechanism, which is similar in behavior to the cap zone of plasticity.
First line:
A. (Units of FnL2nT1m.)
n.
m.
Temperature.
First field variable.
Etc., up to four field variables.
Subsequent lines (only needed if the DEPENDENCIES parameter has a value greater than four):
Fifth field variable.
Etc., up to eight field variables per line.
Repeat this set of data lines as often as necessary to define the dependence of the creep constants on temperature and other predefined field variables.
First line:
Subsequent lines (only needed if the DEPENDENCIES parameter has a value greater than three):
Fourth field variable.
Etc., up to eight field variables per line.
Repeat this set of data lines as often as necessary to define the dependence of the creep constants on temperature and other predefined field variables.