|
Element |
Stress/Strain Item |
ASCII code |
Number Code * |
|
CELAS |
Stress/Strain |
S |
2 |
|
CROD |
Both ends |
SAB |
- |
|
|
End A |
SA |
2 |
|
|
End B |
SB |
2 |
|
CBAR** |
All stresses/strains |
SALL |
- |
|
|
End A pt. C |
SAC |
2 |
|
|
End A pt. D |
SAD |
3 |
|
|
End A pt. E |
SAE |
4 |
|
|
End A pt. F |
SAF |
5 |
|
|
End B pt. C |
SBC |
10 |
|
|
End B pt. D |
SBD |
11 |
|
|
End B pt. E |
SBE |
12 |
|
|
End B pt. F |
SBF |
13 |
|
|
Max end A |
SAMAX |
7 |
|
|
Max end B |
SBMAX |
14 |
|
CBEAM** |
All stresses/strains |
SALL |
- |
|
|
End A pt. C |
SAC |
4 |
|
|
End A pt. D |
SAD |
5 |
|
|
End A pt. E |
SAE |
6 |
|
|
End A pt. F |
SAF |
7 |
|
|
End B pt. C |
SBC |
104 |
|
|
End B pt. D |
SBD |
105 |
|
|
End B pt. E |
SBE |
106 |
|
|
End B pt. F |
SBF |
107 |
|
|
Max end A |
SAMAX |
8 |
|
|
Max end B |
SBMAX |
108 |
|
All Solid elements |
von Mises |
SVM |
13 |
|
|
Max. Principal |
SMP |
|
|
|
Major Principal |
SMAP |
8 |
|
|
Mid Principal |
SMDP |
16 |
|
|
Minor Principal |
SMIP |
22 |
|
|
Normal X |
SXX |
6 |
|
|
Normal Y |
SYY |
14 |
|
|
Normal Z |
SZZ |
20 |
|
|
Shear XY |
SXY |
7 |
|
|
Shear YZ |
SYZ |
15 |
|
|
Shear XZ |
SXZ |
21 |
|
All Shell elements |
von Mises both surfaces |
SVMB |
- |
|
|
Max. Principal both surfaces |
SMPB |
- |
|
|
von Mises 1 |
SVM1 |
9 |
|
|
von Mises 2 |
SVM2 |
17 |
|
|
Max. Principal 1 |
SMP1 |
7 |
|
|
Max. Principal 2 |
SMP2 |
15 |
|
|
Min. principal both surfaces |
SMIPB |
- |
|
|
Min. principal 1 |
SMIP1 |
- |
|
|
Min. principal 2 |
SMIP2 |
- |
|
|
Normal X both surfaces |
SXB |
- |
|
|
Normal X 1 |
SX1 |
3 |
|
|
Normal X 2 |
SX2 |
11 |
|
|
Normal Y both surfaces |
SYB |
- |
|
|
Normal Y 1 |
SY1 |
4 |
|
|
Normal Y 2 |
SY2 |
12 |
|
|
Shear XY both surfaces |
SXYB |
- |
|
|
Shear XY 1 |
SXY1 |
5 |
|
|
Shear XY 2 |
SXY2 |
13 |
*OptiStruct provides partial support for Nastran item codes. Since Nastran response items are not fully compatible with those used in OptiStruct, it is recommended that the OptiStruct ASCII item codes be used.
**For Bar elements that reference PBARL, PBEAML, it is recommended that the special stress item codes listed under Stress Item Codes for Bar Elements using PBARL, PBEAML Properties be used. Stress/strain items listed here for CBAR, CBEAM elements using PBAR, PBEAM, PBARL, or PBEAML properties include only normal stress/strain.