HyperGraph Interface with OptiStruct
This section explains how HyperGraph interfaces with the OptiStruct solver.
For information on hgopt, refer to External Readers.
The HyperGraph reader supports the OptiStruct OPTI(ASCII) format.
The figure below compares the old and new OPTI formats using ELFORCE (.force) as an example, which has improved readability.
Result Type | Analysis Types |
---|---|
DISPLACEMENT | Linear Static, Normal modes, Linear buckling analysis. |
DISPLACEMENT | Frequency response analysis (Direct and Modal) in REAL/IMAG or MAG/PHASE formats. |
VELOCITY | |
ACCELERATION | |
SPCFORCE | Linear Static, Frequency response analysis (Direct and Modal) *. |
MPCFORCE |
Elements | Linear Static Analysis | Normal Modes Analysis | Frequency Response Analysis (Direct and Modal) | Response Spectrum Analysis |
---|---|---|---|---|
CELAS1, CELAS2 | ELFORCE, STRESS, STRAIN | ELFORCE, STRESS, STRAIN | ELFORCE, STRESS, STRAIN | STRESS, STRAIN |
CROD | ||||
CBAR | ||||
CWELD | STRESS, STRAIN | |||
CGAP | ELFORCE, STRESS, STRAIN | |||
CSHEAR | ||||
CFAST | ||||
CBUSH | ||||
Shells (CTRIA3, CTRIA6, CQUAD4, CQUAD8) | ||||
Solids (CHEXA, CPENTA, CTETRA, CPYRA) | STRESS, STRAIN | STRESS, STRAIN | STRESS, STRAIN | |
Axisymmetric Elements (CTAXI3, CTAXI4, CQAXI4, CQAXI8) | ||||
Plane Strain Elements (CTPSTN3, CTPSTN6, CQPSTN4, CQPSTN8) |