Static analysis |
Description |
CENTER_GRAVITY_X
CENTER_GRAVITY_Y
CENTER_GRAVITY_Z
|
Center of gravity design responses |
DISP_ABS
DISP_X
DISP_Y
DISP_Z
DISP_X_ABS
DISP_Y_ABS
DISP_Z_ABS |
Displacement design responses |
INERTIA_XX
INERTIA_XY
INERTIA_XZ
INERTIA_YY
INERTIA_YZ
INERTIA_ZZ |
Moment of inertia design responses |
INTERNAL_FORCE_ABS
INTERNAL_FORCE_X
INTERNAL_FORCE_Y
INTERNAL_FORCE_Z
INTERNAL_FORCE_X_ABS
INTERNAL_FORCE_Y_ABS
INTERNAL_FORCE_Z_ABS |
Internal force design responses |
INTERNAL_MOMENT_X
INTERNAL_MOMENT_Y
INTERNAL_MOMENT_Z
INTERNAL_MOMENT_X_ABS
INTERNAL_MOMENT_Y_ABS
INTERNAL_MOMENT_Z_ABS |
Internal moment design responses |
PEMAG |
Plastic strain magnitude design response** |
REACTION_FORCE_ABS
REACTION_FORCE_X
REACTION_FORCE_Y
REACTION_FORCE_Z
REACTION_FORCE_X_ABS
REACTION_FORCE_Y_ABS
REACTION_FORCE_Z_ABS |
Reaction force design responses |
REACTION_MOMENT_X
REACTION_MOMENT_Y
REACTION_MOMENT_Z
REACTION_MOMENT_X_ABS
REACTION_MOMENT_Y_ABS
REACTION_MOMENT_Z_ABS |
Reaction moment design responses |
ROT_ABS
ROT_X
ROT_Y
ROT_Z
ROT_X_ABS
ROT_Y_ABS
ROT_Z_ABS |
Rotation design responses |
STRAIN_ENERGY |
|
SIG_1 |
Maximum principal stress. |
SIG_3 |
Minimum principal stress. |
SIG_MISES
SIG_SENS_MISES |
Von Mises Stress design responses
For SIG_MISES , SIG_SENS_MISES is used for sensitivity calculation. |
SIG_SIGNED_MISES |
Signed von Mises stress failure criteria. |
SIG_GLINKA_EEQ
SIG_GLINKA_PEEQ
SIG_GLINKA_SEQ
SIG_NEUBER_EEQ
SIG_NEUBER_PEEQ
SIG_NEUBER_SEQ |
Glinka and Neuber formulations for equivalent strain (_EEQ), stress (_SEQ) and plastic strain (_PEEQ) using the plastic correction factor, respectively**. |
STRAIN_ENERGY |
Strain energy design responses |
WEIGHT |
Weight design response |
Modal analysis |
Description |
DYN_FREQ |
Dynamic frequency design response |
Analysis independent |
Description |
VOLUME |
Volume design response |