*MAT_111 (JOHNSON_HOLMQUIST_CONCRETE)
LS-DYNA Input Interface KeywordDefines a material law that is based on the theory of Johnson-Holmquist-Cook model theory (also called Johnson-Holmquist-Concrete).
It is proposed and designed for a concrete application. In this model, the spherical and deviatoric behavior are separated. It considers the effect of damage and strain rate sensitivity.
Format
| (1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) |
|---|---|---|---|---|---|---|---|
| *MAT_111 or *MAT_JOHNSON_HOLMQUIST_CONCRETE | |||||||
| mat_ID | G | A | B | C | N | FC | |
| T | EPS0 | EFMIN | SFMAX | PC | MUC | PL | MUL |
| D1 | D2 | K1 | K3 | K3 | FS | ||
Definition
| Field | Contents | SI Unit Example |
|---|---|---|
| mat_ID | Material
identifier. (Integer) |
|
| Initial
density. (Real) |
||
| G | Shear modulus. (Real) |
|
| A | Normalized cohesive
strength. (Real) |
|
| B | Normalized pressure hardening
modulus. (Real) |
|
| C | Strain rate coefficient.
(Real) |
|
| N | Pressure hardening
exponent. (Real) |
|
| FC | Quasi-static uniaxial compressive
strength. (Real) |
|
| T | Maximum hydrostatic tensile
pressure. (Real) |
|
| EPS0 | Reference strain rate. Default = 1.0 (Real) |
|
| EFMIN | Minimum fracture strain. Default = 10-20 (Real) |
|
| SFMAX | Maximum normalized
strength. Default = 1020 (Real) |
|
| PC | Crushing
pressure. (Real) |
|
| MUC | Crushing volumetric
strain. (Real) |
|
| PL | Locking
pressure. (Real) |
|
| MUL | Locking plastic volumetric
strain. (Real) |
|
| D1 | Damage
parameter. (Real) |
|
| D2 | Damage
exponent. (Real) |
|
| K1 | Linear bulk
stiffness. (Real) |
|
| K2 | Quadratic bulk
stiffness. (Real) |
|
| K3 | Cubic bulk
stiffness. (Real) |
|
| FS | Failure type.
(Real) |
Comments
- This keyword maps to /MAT/LAW126 (JOHNSON_HOLMQUIST_CONCRETE).
- 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.