BEAD_HEIGHT |
|
N |
|
BEAD_C |
|
Height of the bead. |
CENTER_GRAVITY_X |
|
E |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
|
Center of gravity for the x-direction. |
CENTER_GRAVITY_Y |
|
E |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
|
Center of gravity for the y-direction. |
CENTER_GRAVITY_Z |
|
E |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
|
Center of gravity for the z-direction. |
DAMAGE |
|
N |
SHAPE_C |
|
|
Damage value from durability analysis. |
DAMAGE_LC |
X |
N |
SHAPE_C |
|
|
Damage value from durability analysis with
load case information.
NOTE: Must use ONF 601. |
DENSITY_MEASURE |
|
E |
TOPO_S |
TOPO_S |
|
Measurement of the number of intermediate densities. |
DISP_ABS |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Absolute nodal displacement. |
DISP_X |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Nodal displacement in x-direction for the global coordinate system or in a user-defined
coordinate system. |
DISP_X_ABS |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Absolute nodal displacement in x-direction for the global coordinate system or in a user-defined
coordinate system. |
DISP_Y |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Nodal displacement in y-direction for the global coordinate system or in a user-defined
coordinate system. |
DISP_Y_ABS |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Absolute nodal displacement in y-direction for the global coordinate system or in a user-defined
coordinate system. |
DISP_Z |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Nodal displacement in z-direction for the global coordinate system or in a user-defined
coordinate system. |
DISP_Z_ABS |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Absolute nodal displacement in z-direction for the global coordinate system or in a user-defined
coordinate system. |
DYN_FREQ |
X |
S |
BEAD_C BEAD_S SHAPE_C SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Eigenfrequency from modal analysis. |
DYN_FREQ_KREISSEL |
X |
S |
BEAD_S SHAPE_C SHAPE_S SIZE TOPO_S |
|
Abaqus |
Eigenfrequency calculated with Kreisselmeier-Steinhauser formula. In terms of
Abaqus
sensitivities, the design response is replaced by a KSO response. |
EMAG_SENSITIVITY_ELEMENT |
|
S |
TOPO_S |
TOPO_S |
CST |
Element-based EM design responses. Sensitivity information has to be provided by the solver which also defines the type of the response. |
EMAG_SENSITIVITY_NODE |
|
S |
SHAPE_S |
SHAPE_S |
CST |
Node-based EM design responses. Sensitivity information has to be provided by the solver which also defines the type of the response. |
ENERGY_STIFF_MEASURE |
|
|
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Energy stiffness measure. For Bead and Shape, available only with
Abaqus sensitivities. |
ENERGY_THERMAL_MEASURE |
|
|
TOPO_S |
TOPO_S |
|
Energy thermal measure |
FS_ACCEL_X |
X |
N |
SIZE |
SIZE |
|
Acceleration in x-direction for frequency response. |
FS_ACCEL_Y |
X |
N |
SIZE |
SIZE |
|
Acceleration in y-direction for frequency response. |
FS_ACCEL_Z |
X |
N |
SIZE |
SIZE |
|
Acceleration in z-direction for frequency response. |
FS_COMP |
X |
E |
SIZE |
SIZE |
|
Dynamic compliance for frequency response. |
FS_DBA_PRESSURE |
X |
N |
SIZE |
SIZE |
|
Sound Pressure Level [dBA]. |
FS_DB_PRESSURE |
X |
N |
SIZE |
SIZE |
|
Sound Pressure Level [dB]. |
FS_DISP_ABS |
X |
N |
SIZE |
SIZE |
|
Absolute amplitude for frequency response. |
FS_DISP_X_ABS |
X |
N |
SIZE |
SIZE |
|
Amplitude in x-direction for frequency response. |
FS_DISP_Y_ABS |
X |
N |
SIZE |
SIZE |
|
Amplitude in z-direction for frequency response. |
FS_DISP_Z_ABS |
X |
N |
SIZE |
SIZE |
|
Amplitude in z-direction for frequency response. |
FS_PHASE_X |
X |
N |
SIZE |
SIZE |
|
Phase in x-direction for frequency response. |
FS_PHASE_Y |
X |
N |
SIZE |
SIZE |
|
Phase in y-direction for frequency response. |
FS_PHASE_Z |
X |
N |
SIZE |
SIZE |
|
Phase in z-direction for frequency response. |
FS_PRESSURE |
X |
N |
SIZE |
SIZE |
|
Instantaneous Sound Pressure [Pa]. |
FS_RMS_PRESSURE |
X |
N |
SIZE |
SIZE |
|
Effective Sound Pressure(RMS)[Pa]. |
FS_VELOCITY_X |
X |
N |
SIZE |
SIZE |
|
Velocity in x-direction for frequency response. |
FS_VELOCITY_Y |
X |
N |
SIZE |
SIZE |
|
Velocity in y-direction for frequency response. |
FS_VELOCITY_Z |
X |
N |
SIZE |
SIZE |
|
Velocity in z-direction for frequency response. |
INERTIA_XX |
|
E |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
|
Moment of inertia around x-x direction. |
INERTIA_XY |
|
E |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
|
Moment of inertia around x-y direction. |
INERTIA_XZ |
|
E |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
|
Moment of inertia around x-z direction. |
INERTIA_YY |
|
E |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
|
Moment of inertia around y-y direction. |
INERTIA_YZ |
|
E |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
|
Moment of inertia around y-z direction. |
INERTIA_ZZ |
|
E |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
|
Moment of inertia around z-z direction. |
INTERNAL_FORCE_ABS |
X |
|
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Absolute nodal internal force. |
INTERNAL_FORCE_X |
X |
|
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Nodal internal force in x-direction for global coordinate system or in a user-defined coordinate
system. |
INTERNAL_FORCE_X_ABS |
X |
|
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Absolute nodal internal force in x-direction for global coordinate system or in a user-defined
coordinate system. |
INTERNAL_FORCE_Y |
X |
|
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Nodal internal force in y-direction for global coordinate system or in a user-defined coordinate
system. |
INTERNAL_FORCE_Y_ABS |
X |
|
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Absolute nodal internal force in y-direction for global coordinate system or in a user-defined
coordinate system. |
INTERNAL_FORCE_Z |
X |
|
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Nodal internal force in z-direction for global coordinate system or in a user-defined coordinate
system. |
INTERNAL_FORCE_Z_ABS |
X |
|
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Absolute nodal internal force in z-direction for global coordinate system or in a user-defined
coordinate system. |
INTERNAL_HFLUX |
X |
|
TOPO_S |
TOPO_S |
|
Internal Flux. |
INTERNAL_MOMENT_ABS |
X |
|
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Absolute nodal internal moment. |
INTERNAL_MOMENT_X |
X |
|
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Nodal internal moment around x-direction for global coordinate system or in a user-defined
coordinate system. |
INTERNAL_MOMENT_X_ABS |
X |
|
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Absolute nodal internal moment around x-direction for global coordinate system or in a
user-defined coordinate system. |
INTERNAL_MOMENT_Y |
X |
|
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Nodal internal moment around y-direction for global coordinate system or in a user-defined
coordinate system. |
INTERNAL_MOMENT_Y_ABS |
X |
|
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Absolute nodal internal moment around y-direction for global coordinate system or in a
user-defined coordinate system. |
INTERNAL_MOMENT_Z |
X |
|
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Nodal internal moment around z-direction for global coordinate system or in a user-defined
coordinate system. |
INTERNAL_MOMENT_Z_ABS |
X |
|
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Absolute nodal internal moment around z-direction for global coordinate system or in a
user-defined coordinate system. |
PEMAG |
X |
E |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Plastic strain magnitude. For most materials and only proportional loading, PEMAG is equal to PEEQ. Only available with
Abaqus
sensitivities. |
REACTION_FORCE_ABS |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Absolute nodal reaction force. |
REACTION_FORCE_X |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Nodal reaction force in x-direction for global coordinate system or in a user-defined coordinate
system. |
REACTION_FORCE_X_ABS |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Absolute nodal reaction force in x-direction for global coordinate system or in a user-defined
coordinate system. |
REACTION_FORCE_Y |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Nodal reaction force in y-direction for global coordinate system or in a user-defined coordinate
system. |
REACTION_FORCE_Y_ABS |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Absolute nodal reaction force in y-direction for global coordinate system or in a user-defined
coordinate system. |
REACTION_FORCE_Z |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Nodal reaction force in z-direction for global coordinate system or in a user-defined coordinate
system. |
REACTION_FORCE_Z_ABS |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Absolute nodal reaction force in z-direction for global coordinate system or in a user-defined
coordinate system. |
REACTION_HFLUX |
X |
N |
TOPO_S |
TOPO_S |
|
Reaction Flux. |
REACTION_MOMENT_ABS |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Absolute nodal reaction moment. |
REACTION_MOMENT_X |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Nodal reaction moment around x-direction for global coordinate system or in a user-defined
coordinate system. |
REACTION_MOMENT_X_ABS |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Absolute nodal reaction moment around x-direction for global coordinate system or in a
user-defined coordinate system. |
REACTION_MOMENT_Y |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Nodal reaction moment around y-direction for global coordinate system or in a user-defined
coordinate system. |
REACTION_MOMENT_Y_ABS |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Absolute nodal reaction moment around y-direction for global coordinate system or in a
user-defined coordinate system. |
REACTION_MOMENT_Z |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Nodal reaction moment around z-direction for global coordinate system or in a user-defined
coordinate system. |
REACTION_MOMENT_Z_ABS |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Absolute nodal reaction moment around z-direction for global coordinate system or in a
user-defined coordinate system. |
ROT_ABS |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Absolute rotation. |
ROT_X |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Nodal rotation around x-axis for global coordinate system or in a user-defined coordinate
system. |
ROT_X_ABS |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Absolute nodal rotation around x-axis for global coordinate system or in a user-defined
coordinate system. |
ROT_Y |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Nodal rotation around y-axis for global coordinate system or in a user-defined coordinate
system. |
ROT_Y_ABS |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Absolute nodal rotation around y-axis for global coordinate system or in a user-defined
coordinate system. |
ROT_Z |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Nodal rotation around z-axis for global coordinate system or in a user-defined coordinate
system. |
ROT_Z_ABS |
X |
N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Absolute nodal rotation around z-axis for global coordinate system or in a user-defined
coordinate system. |
SIG_1 |
X |
E/N |
BEAD_S SHAPE_C SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Maximum principal stress. |
SIG_2 |
X |
E/N |
SHAPE_C |
|
|
2nd principal stress. |
SIG_3 |
X |
E/N |
BEAD_S SHAPE_C SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Minimum principal stress. |
SIG_11 |
X |
E/N |
SHAPE_C |
|
|
11-component of stress tensor. |
SIG_22 |
X |
E/N |
SHAPE_C |
|
|
22-component of stress tensor. |
SIG_33 |
X |
E/N |
SHAPE_C |
|
|
33-component of stress tensor. |
SIG_12 |
X |
E/N |
SHAPE_C |
|
|
12-component of stress tensor. |
SIG_23 |
X |
E/N |
SHAPE_C |
|
|
23-component of stress tensor. |
SIG_13 |
X |
E/N |
SHAPE_C |
|
|
13-component of stress tensor. |
SIG_ABS_123 |
X |
E/N |
SHAPE_C |
|
|
Maximum of the absolute value of the principal stresses. |
SIG_ABS_3 |
X |
E/N |
SHAPE_C |
|
|
Absolute value of the minimum principal stress. |
SIG_BELTRAMI |
X |
E/N |
SHAPE_C |
|
|
Beltrami stress hypothesis. |
SIG_CONTACT_PRESSURE |
X |
N |
SHAPE_C |
|
|
Contact stress pressure. |
SIG_CONTACT_SHEAR |
X |
N |
SHAPE_C |
|
|
Total shear contact stress. |
SIG_CONTACT_SHEAR_X |
X |
N |
SHAPE_C |
|
|
Shear X Contact stress. |
SIG_CONTACT_SHEAR_Y |
X |
N |
SHAPE_C |
|
|
Shear Y Contact stress. |
SIG_CONTACT_TOTAL |
X |
N |
SHAPE_C |
|
|
Total Contact stress. |
SIG_DRUCKER_PRAGER |
X |
E/N |
SHAPE_C |
|
|
Drucker-Prager stress hypothesis. |
SIG_GALILEI |
X |
E/N |
SHAPE_C |
|
|
Galilei stress hypothesis. |
SIG_GLINKA_EEQ |
X |
E/N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Galilei formulation for equivalent stress using the plastic correction factor. |
SIG_GLINKA_PEEQ |
X |
E/N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Glinka formulation for equivalent plastic strain using the plastic correction factor. |
SIG_GLINKA_SEQ |
X |
E/N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Glinka formulation for equivalent stress using the plastic correction factor. |
SIG_KUHN |
X |
E/N |
SHAPE_C |
|
|
Kuhn stress hypothesis. |
SIG_MARIOTTE |
X |
E/N |
SHAPE_C |
|
|
Mariotte stress hypothesis. |
SIG_MISES |
X |
E/N |
BEAD_S SHAPE_C SHAPE_S |
BEAD_S SHAPE_C SHAPE_S |
|
Von Mises stress hypothesis.
For SHAPE_S and BEAD_S , the sensitivities for optimization are
calculated based on SIG_SENS_MISES . |
SIG_NEUBER_EEQ |
X |
E/N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Neuber formulation for equivalent strain using the plastic correction factor. |
SIG_NEUBER_PEEQ |
X |
E/N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Neuber formulation for equivalent plastic strain using the plastic correction factor. |
SIG_NEUBER_SEQ |
X |
E/N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Neuber formulation for equivalent stress using the plastic correction factor. |
SIG_SANDEL |
X |
E/N |
SHAPE_C |
|
|
Sandel stress hypothesis. |
SIG_SAUTER |
X |
E/N |
SHAPE_C |
|
|
Sauter stress hypothesis. |
SIG_SENS_MISES (SIG_TOPO_MISES) |
X |
E |
BEAD_S TOPO_S SIZE SHAPE_S |
BEAD_S TOPO_S SIZE SHAPE_S |
Abaqus |
For topology optimization: scaled centroidal von Mises stress.
The design response type SIG_TOPO_MISES is equivalent to SIG_SENS_MISES .
SIG_TOPO_MISES should not be used in the future. |
SIG_SIGNED_MISES |
X |
E/N |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
Signed von Mises stress failure criteria. |
SIG_TRESCA |
X |
E/N |
SHAPE_C |
|
|
Tresca stress hypothesis. |
STRAIN_ELASTIC |
X |
N |
SHAPE_C |
|
|
Elastic Strain. Only Abaqus and
ANSYS®
and only nonlinear analysis. |
STRAIN_ENERGY |
X |
E |
BEAD_C BEAD_S SHAPE_C SHAPE_S SIZE TOPO_C TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
|
Strain energy. All required elements need to be taken into account. |
STRAIN_ENERGY_DENS |
X |
N |
SHAPE_C |
|
|
Strain energy density. |
STRAIN_PLASTIC |
X |
N |
SHAPE_C |
|
|
Plastic Strain. Only Abaqus
and ANSYS®
and only nonlinear analysis. |
STRAIN_TOTAL |
X |
N |
SHAPE_C |
|
|
Total Strain (elastic + plastic). Only Abaqus
and ANSYS®. |
TEMPERATURE |
X |
N |
TOPO_S |
TOPO_S |
|
Temperature. |
USER_DRESP |
X |
E |
BEAD_S SHAPE_S SIZE TOPO_S |
BEAD_S SHAPE_S SIZE TOPO_S |
Abaqus |
User Subroutine Design Responses. |
VOLUME |
|
E |
SHAPE_C SHAPE_S SIZE TOPO_C TOPO_S |
SHAPE_C SHAPE_S SIZE TOPO_C TOPO_S |
|
Volume of element. |
WEIGHT |
|
E |
BEAD_S SHAPE_C SHAPE_S SIZE TOPO_C TOPO_S |
BEAD_S SHAPE_C SHAPE_S SIZE TOPO_S |
|
Weight of element. |