ConcreteCompressionHardening object

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 arguments

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, $σ_{c}$ .
Inelastic (crushing) strain, $ϵ_{c}^{i n}$ .
Inelastic (crushing) strain rate, ${\dot{ϵ}}_{c}^{i n}$ .
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.

ConcreteCompressionHardening object

Access

ConcreteCompressionHardening(...)

Path

Prototype

Required arguments

Optional arguments

Table data

Return value

Exceptions

Members

Corresponding analysis keywords