ConcreteCompressionDamage object

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

The following topics are discussed:

Access

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

ConcreteCompressionDamage(...)

This method creates a ConcreteCompressionDamage object.

Path

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

Prototype

odb_ConcreteCompressionDamage&
ConcreteCompressionDamage(const odb_SequenceSequenceDouble& table,
                          double tensionRecovery,
                          bool temperatureDependency,
                          int dependencies);

Required arguments

table

An odb_SequenceSequenceDouble specifying the items described below.

Optional arguments

tensionRecovery

A Double specifying the value of the stiffness recovery factor, wt, that determines the amount of tension stiffness that is recovered as loading changes from compression to tension. The default value is 0.0.

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

  • Compressive damage variable, dc.

  • Inelastic (crushing) strain, ϵci⁢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 ConcreteCompressionDamage object.

Exceptions

RangeError.

Members

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

Corresponding analysis keywords