HawksOkeyoJr
New member
- Mar 17, 2013
- 19
Hallo guys,
Anybody knows how to represent coupled stiffness in Nastran (Off-diagonal stiffness). In abaqus, its straight forward, using connectors.
I want to compare the two codes for a particular problem. Any suggestion will be appreciated.
Anybody knows how to represent coupled stiffness in Nastran (Off-diagonal stiffness). In abaqus, its straight forward, using connectors.
I want to compare the two codes for a particular problem. Any suggestion will be appreciated.