|
Responses |
RTYPE |
PTYPE |
ATTA |
ATTB |
ATTi |
|
Mass |
MASS |
PTYPE, |
- |
SUM** or blank |
PID/MID or blank* |
|
Fraction of mass |
MASSFRAC |
PTYPE, |
- |
- |
PID/MID or blank* |
|
Volume |
VOLUME |
PTYPE, |
- |
SUM** or blank |
PID/MID or blank* |
|
Fraction of design volume |
VOLFRAC |
PTYPE, |
- |
- |
PID/MID or blank* |
|
Center of Gravity |
COG |
PTYPE, |
Center of Gravity item code |
- |
PID/MID or blank* |
|
Moment of Inertia |
INERTIA |
PTYPE, |
Moment of Inertia item code |
- |
PID/MID or blank* |
|
Compliance of a static subcase |
COMP |
PTYPE, |
- |
SUM** or blank |
PID/MID or blank* |
|
Static displacement |
DISP |
- |
Static displacement Component |
- |
Grid ID |
|
Frequency of a normal mode |
FREQ |
- |
Normal mode # |
- |
- |
|
Eigenvalue of a buckling mode |
LAMA |
- |
Buckling mode # |
- |
- |
|
Static stress of homogenous material |
STRESS |
PTYPE |
Static stress item code |
- |
PID or EID |
|
Static strain of homogenous material |
STRAIN |
PTYPE |
Static strain item code |
- |
PID or EID |
|
Static stress in a composite lay-up |
CSTRESS |
“PCOMP”, |
Composite Stress item code |
ALL, Ply No. |
PID, EID |
|
Static strain in a composite lay-up |
CSTRAIN |
“PCOMP”, |
Composite Strain item code |
ALL, Ply No. |
PID, EID |
|
Static failure in a composite lay-up |
CFAILURE |
“PCOMP”, |
Composite Failure item code |
ALL, Ply No. |
PID, EID |
|
Static force |
FORCE |
PTYPE |
Static force item code |
- |
PID or EID |
|
Frequency response displacement |
FRDISP |
- |
Frequency response Displacement Component |
Frequency Value. (Blank, Real > 0.0 or Character) |
Grid ID |
|
Frequency response velocity |
FRVELO |
- |
Frequency response Velocity Component |
Frequency Value (Blank, Real > 0.0 or Character) |
Grid ID |
|
Frequency response acceleration |
FRACCL |
- |
Frequency response Acceleration Component |
Frequency Value (Blank, Real > 0.0 or Character) |
Grid ID |
|
Frequency response stress |
FRSTRE |
PTYPE |
Frequency response Stress item code |
Frequency Value (Blank, Real > 0.0 or Character) |
PID or EID |
|
Frequency response strain |
FRSTRA |
PTYPE |
Frequency response Strain item code |
Frequency Value (Blank, Real > 0.0 or Character) |
PID or EID |
|
Frequency response force |
FRFORC |
PTYPE |
Frequency response Force item code |
Frequency Value (Blank, Real > 0.0 or Character) |
PID or EID |
|
Static compliance weighted across all subcases |
WCOMP |
- |
- |
- |
- |
|
Frequency weighted across reciprocal eigenvalues |
WFREQ |
- |
- |
- |
- |
|
Combined static compliance and frequency index (Combined Compliance Index) |
COMB |
- |
- |
- |
- |
|
Bead discreteness fraction for topography design space (0.0 < BEADFRAC < 1.0) |
BEADFRAC |
- |
- |
COMB** |
DTPGID or blank |
|
* |
ATTi can only be blank when PTYPE is also blank, and means that all relevant entities will be included. See comment 20 on the DRESP1 page. |
|
** |
ATTB = SUM – Response represents the sum of all ATTi entities. See comment 21 on the DRESP1 page. |
|
*** |
ATTB = COMB – Response is representative of all ATTi entities combined. |
|
**** |
ATTB = G# – # is the number of the global ply defined on a PCOMPG. See comment 13 on the DRESP1 page. |