Bulk Data Entry
MATX27 – Material Property Extension for Elastic-Plastic Brittle Material for Geometric Nonlinear Analysis
Description
Defines additional material properties for elastic-plastic brittle material for geometric nonlinear analysis.
Format
(1) |
(2) |
(3) |
(4) |
(5) |
(6) |
(7) |
(8) |
(9) |
(10) |
MATX27 |
MID |
A |
B |
N |
EPSMAX |
SIGMAX |
C |
DEPS0 |
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ICC |
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EPS1 |
EPS1MAX |
D1MAX |
EPSD1 |
EPS2 |
EPS2MAX |
D2MAX |
ESPD2 |
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Field |
Contents |
MID |
Material ID of the associated MAT1. See comment 1. No default (Integer > 0) |
A |
Plasticity yield stress. (Real > 0) |
B |
Plasticity hardening parameter. (Real > 0) |
N |
Plasticity hardening exponent. Default = 1.0 (Real < 1.0) |
EPSMAX |
Failure plastic strain εmax Default = 1030 (Real > 0) |
SIGMAX |
Maximum plastic stress σmax0 Default = 1030 (Real > 0) |
C |
Strain rate coefficient. Default = 0.0 (Real) |
DEPS0 |
Reference strain rate . Default = 0.0 (Real) If DESPS < DESPS0, no strain rate effect. |
ICC |
Strain rate dependency of σmax flag . See comment 4. Default = ON (ON or OFF) |
EPS1 |
Tensile failure strain in principal strain direction 1. Default = 1.0*1030 (Real > 0) |
EPS1MAX |
Maximum tensile failure strain in principal strain direction 1. Default = 1.1*1030 (Real > 0) |
DMAX1 |
Maximum tensile failure damage in principal strain direction 1. Default = 0.999 (Real > 0) |
EPSD1 |
Tensile strain for element deletion in principal strain direction 2. Default = 1.2*1030 (Real > 0) |
EPS2 |
Tensile failure strain in principal strain direction 2. Default = 1.0*1030 (Real > 0) |
EPS2MAX |
Maximum tensile failure strain in principal strain direction 2. Default = 1.1*1030 (Real > 0) |
DMAX2 |
Maximum tensile failure damage in principal strain direction 2. Default = 0.999 (Real > 0) |
EPSD2 |
Tensile strain for element deletion in principal strain direction 2. Default = 1.2*1030 (Real > 0) |
1. | The material identification number must be that of an existing MAT1 bulk data entry. Only one MATXi material extension can be associated with a particular MAT1. |
2. | MATX27 is only applied in geometric nonlinear analysis subcases which are defined by ANALYSIS = EXPDYN. It is ignored for all other subcases. |
3. | This law is only applicable with shell elements. The isotropic elasto-plastic model is the same as with MATX02. However, MATX27 allows material damage and brittle failure to be modeled. |
4. | ICC controls the strain rate effect. |
5. | The failure plastic strain EPSMAX has no effect if the second continuation is defined. |
6. | An element is removed if one layer reaches the tensile failure strain EPS1. |
7. | This card is represented as an extension to a MAT1 material in HyperMesh. |
See Also: