alenglaro
Aerospace
- Nov 20, 2013
- 3
Hello,
I need to represent a complex 3d model by its stiffness matrix calculated "manually" at a desired point by applying on the full 3d model unitary loads in each DOF direction and measuring displacements. I used these values in a Stiffness Matrix Element but solver returns "Element Type not supported by Translator". I'm using Nx Nastran Static solver.
Can anyone explain me how to properly use this element (which solver supports it and in which coordinate system the matrix is expressed)? Is there another method to get the same behaviour? I think I can't use CELAS or CBUSH elements because a load applied, let's say, in X direction affects displacements of all DOFs so it can't be represented by a single spring element.
Any suggestions?
Thank you and sorry for my english.
A
I need to represent a complex 3d model by its stiffness matrix calculated "manually" at a desired point by applying on the full 3d model unitary loads in each DOF direction and measuring displacements. I used these values in a Stiffness Matrix Element but solver returns "Element Type not supported by Translator". I'm using Nx Nastran Static solver.
Can anyone explain me how to properly use this element (which solver supports it and in which coordinate system the matrix is expressed)? Is there another method to get the same behaviour? I think I can't use CELAS or CBUSH elements because a load applied, let's say, in X direction affects displacements of all DOFs so it can't be represented by a single spring element.
Any suggestions?
Thank you and sorry for my english.
A