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Glossary
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Stress Components

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.


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