Description: Specifies stress-dependent material properties for use in nonlinear analysis. This entry is used if a MAT1, MAT2, MAT8, MAT9, or MAT12 entry is specified with the same MID.
Format:
Example:
Field | Definition | Type | Default | ||||
---|---|---|---|---|---|---|---|
MID | Identification number of a MAT1, MAT2, MAT8, MAT9, or MAT12 entry. | Integer > 0 | Required | ||||
TID | Identification number of a TABLES1 or TABLEST entry. If H is given, then this field must be blank. See Remark 3. | Integer ≥ 0 or blank | |||||
TYPE | Type of material nonlinearity, one of the following character variables: NLELAST for nonlinear elastic or PLASTIC for elastic-plastic. See Remarks. | Character | Required | ||||
H | Work hardening slope (slope of stress vs. plastic strain) in units of stress. For more than a single slope in the plastic range, the stress-strain data must be supplied on a TABLES1 entry referenced by TID, and this field must be blank. See Remark 2. | Real | |||||
YF | Yield function criterion, selected by one of the following values:
|
Integer | von Mises | ||||
HR | Hardening rule, selected by one of the following values:
|
Integer | Isotropic | ||||
LIMIT1 | Initial yield point. Y 1 for von Mises and Tresca yield criteria and 2 * Cohesion, 2c (in units of stress). | Real | 0.0 | ||||
LIMIT2 | Internal friction angle (measured in degrees) for the Mohr-Coulomb and Drucker-Prager yield criteria. | Real | 0.0 |
Remarks:
Thermoelastic analysis with temperature-dependent material properties is available for linear and nonlinear elastic isotropic materials (TYPE = NLELAST) and linear elastic orthotropic and anisotropic materials. Four options of constitutive relations exist. The relations appear in the table below along with the required Bulk Data entries.
Constitutive Relation | Require Bulk Data Entries |
---|---|
MATi and MATTi where i =1, 2, 8, or 9 | |
MAT1, MATT1, MATS1, and TABLES1 | |
MAT1, MATS1, TABLEST, and TABLES1 | |
MAT1, MATT1, MATS1, TABLEST, and TABLES1 |
In Table 1, and are the stress and strain vectors, the elasticity matrix, the effective elasticity modulus, and the reference elasticity modulus.
where is the elastic modulus and is the slope of the uniaxial stress-strain curve in the plastic region. See Figure 1.
Figure 1. Stress-Strain Curve Definition When H is Specified in Field 5
Figure 2. Stress-Strain Curve Definition When TID is Specified in Field 3