| Abbreviation |
Definition |
| AASHTO |
American Association of State Highway and Transportation Officials |
| ASTM |
American Society for Testing and Materials |
| MASH |
Manual of Assessing Safety Hardware |
| FEA |
Finite Element Analysis |
| LS-DYNA |
Livermore Software Technology Corporation—Dynamic Nonlinear Analysis (FEA Software) |
|
|
Cauchy stress tensor |
|
|
Hydrostatic stress |
|
|
Deviatoric stress |
|
|
Trace of the stress tensor, which is the sum of its diagonal components |
|
I
|
The second-order identity tensor |
|
P
|
Pressure |
|
|
Stress invariants |
|
|
double contraction of the deviatoric stress tensor with itself |
|
|
Von Mises or average stress |
|
|
Stress triaxiality |
|
|
Lode parameter |
|
|
Third deviatoric stress invariant |
| DIC |
Digital Image Correlation |
|
|
True uniaxial stress |
|
|
True uniaxial strain |
|
, , and
|
Swift plasticity model constants |
| MAT224 |
Tabulated Johnson–Cook LS-DYNA’s material model |
| MAT24 |
Piecewise Linear Plasticity LS-DYNA’s material model |
| GISSMO |
Generalized Incremental Stress-State-Dependent Model |
| ELFORM |
Element formulation in LS-DYNA |
| FI |
Fully Integrated elements |
| UI |
Under Integrated elements |