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 |
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 in the YZ plane of the selected reference geometry |
TXZ |
Shear stress in the Z-direction acting in the YZ plane of the selected reference geometry |
TYZ |
Shear stress in the Z-direction acting in the XZ plane of the selected reference geometryShear stress in the Z-direction acting in the XZ plane of the selected reference geometry |
ERR |
Energy Norm Error |
CP |
Contact Pressure |
ILTXZ |
Interlaminar shear on XZ plane |
ILTYZ |
Interlaminar shear on YZ plane |
In some design codes and references, the Tresca equivalent stress is defined as twice the maximum shear stress which is equal to (P1 – P3), or else the stress intensity.