| VON |
von Mises stress |
| P1 |
Normal stress in the first principal direction |
| P2 |
Normal stress in the second principal direction |
| P3 |
Normal stress in the third principal direction |
| INT |
Stress intensity = P1 - P3 (a) with P1: maximum absolute normal stress, and P3: minimum absolute normal stress.
|
| TRI |
Triaxial stress = P1 + P2 + P3 (Sum of principal stress components. Also called the first stress invariant because the value does not change no matter what coordinate transformation you apply to the stress tensor.) |
| SX |
Normal stress in the X-direction of the selected reference geometry |
| SY |
Normal stress in the Y-direction of the selected reference geometry |
| SZ |
Normal stress in the Z-direction of the selected reference geometry |
| TXY |
Shear stress in the Y-direction acting on the plane normal to X-direction of the selected reference geometry For shear stress components, the first index indicates direction of surface normal, and the second index indicates direction of shear stress component.
|
| TXZ |
Shear stress in the Z-direction acting on the plane normal to X-direction of the selected reference geometry |
| TYZ |
Shear stress in the Z-direction acting the plane normal to Y-direction of the selected reference geometry |
| ERR |
Energy Norm Error |
| CP |
Contact Pressure (b) |
| ILTXZ |
Interlaminar shear on XZ plane |
| ILTYZ |
Interlaminar shear on YZ plane |