Modal Prestressed
Prestressed eigenvalue analysis is governed by:
(ˉK + λM)A = 0
Where,
- ˉK
- Prestress stiffness matrix
- M
- Mass matrix
- A
- Eigenvector
- λ
- Eigenvalues
Prestressed loadcases can be either linear or non-linear. All non-linearity types are supported.
Depending on preloading conditions, the resulting effect could be a weakened or
stiffened structure.
- If the preloading is compressive, it typically has a weakening effect on the structure (for example, column or pillar under compressive preloading).
- If the preloading is tensile, it typically has a stiffening effect (for example, rotorcraft blade under centrifugal preloading).