*MAT_005 (SOIL_AND_FOAM)
LS-DYNA Input Interface KeywordDefines an isotropic, elastic-plastic simple material model for representing soil, concrete, or crushable foam.
Format
(1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) |
---|---|---|---|---|---|---|---|
*MAT_005 or *MAT_SOIL_AND_FOAM | |||||||
mat_ID | G | K | A0 | A1 | A2 | Pmin | |
VCR | Fct_ID | ||||||
EPS_1 | EPS_2 | EPS_3 | EPS_4 | EPS_5 | EPS_6 | EPS_7 | EPS_8 |
EPS_9 | EPS_10 | ||||||
P_1 | P_2 | P_3 | P_4 | P_5 | P_6 | P_7 | P_8 |
P_9 | P_10 |
Definition
Field | Contents | SI Unit Example |
---|---|---|
mat_ID | Material
identifier. (Integer) |
|
Initial
density. (Real) |
||
G | Shear modulus. (Real |
|
K | Unloading bulk
modulus. (Real) |
|
A0 | Material plasticity
coefficient. (Real) |
|
A1 | Material plasticity
coefficient. (Real) |
|
A2 | Material plasticity
coefficient. (Real) |
|
Pmin | Minimum pressure. Default = -1030 (Real) |
|
VCR | Volumetric crushing option.
(Integer) |
|
Fct_ID | Function identifier describing
pressure versus volumetric strain. (Integer) |
|
EPS_i (1 to 10) | Volumetric strain values. (used
only if Fct_ID is not
defined). (Real) |
|
P_i (1 to 10) | Pressures corresponding to
volumetric strain values. (used only if
Fct_ID is not
defined). (Real) |
Comments
- This keyword maps to /MAT/LAW21 (DPRAG). It is compatible with solid elements.
- Volumetric strain is defined by and it is negative in compression. Pressure is positive in compression.
- The option “_TITLE” can be added to the end of this keyword. When “_TITLE” is included, an extra 80 characters long line is added after the keyword input line which allows an entity title to be defined.