59.20 ConcreteCompressionHardening object

The ConcreteCompressionHardening object specifies hardening for the concrete damaged plasticity model.

Access

materialApi.materials()[name].concreteDamagedPlasticity()\
.concreteCompressionHardening()

59.20.1 ConcreteCompressionHardening(...)

This method creates a ConcreteCompressionHardening object.

Path

materialApi.materials()[name].concreteDamagedPlasticity()\
.ConcreteCompressionHardening

Prototype

odb_ConcreteCompressionHardening&
ConcreteCompressionHardening(const odb_SequenceSequenceDouble& table,
                             bool rate,
                             bool temperatureDependency,
                             int dependencies);

Required argument

table

An odb_SequenceSequenceDouble specifying the items described below.

Optional arguments

rate

A Boolean specifying whether the data depend on rate. The default value is false.

temperatureDependency

A Boolean specifying whether the data depend on temperature. The default value is false.

dependencies

An Int specifying the number of field variable dependencies. The default value is 0.

Table data

Yield stress in compression, .
Inelastic (crushing) strain, .
Inelastic (crushing) strain rate, .
Temperature, if the data depend on temperature.
Value of the first field variable, if the data depend on field variables.
Value of the second field variable.
Etc.

Return value

A ConcreteCompressionHardening object.

Exceptions

RangeError.

59.20.2 Members

The ConcreteCompressionHardening object has members with the same names and descriptions as the arguments to the ConcreteCompressionHardening method.

59.20.3 Corresponding analysis keywords

*CONCRETE COMPRESSION HARDENING