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).