29.20 ConcreteCompressionHardening object

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

Access

import material
mdb.models[name].materials[name].concreteDamagedPlasticity\
.concreteCompressionHardening
import odbMaterial
session.odbs[name].materials[name].concreteDamagedPlasticity\
.concreteCompressionHardening

29.20.1 ConcreteCompressionHardening(...)

This method creates a ConcreteCompressionHardening object.

Path

mdb.models[name].materials[name].concreteDamagedPlasticity\
.ConcreteCompressionHardening
session.odbs[name].materials[name].concreteDamagedPlasticity\
.ConcreteCompressionHardening

Required argument

table

A sequence of sequences of Floats specifying the items described below.

Optional arguments

rate

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

temperatureDependency

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

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.

29.20.2 setValues(...)

This method modifies the ConcreteCompressionHardening object.

Required arguments

None.

Optional arguments

The optional arguments to setValues are the same as the arguments to the ConcreteCompressionHardening method.

Return value

None

Exceptions

RangeError.

29.20.3 Members

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

29.20.4 Corresponding analysis keywords

*CONCRETE COMPRESSION HARDENING