Pages that link to "Item:Q3176919"
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The following pages link to Procedure for the implicit post buckling analysis with finite elements by stabilising the global stiffness matrix (Q3176919):
Displaying 4 items.
- Passing of instability points by applying a stabilized Newton-Raphson scheme to a finite element formulation: Comparison to arc-length method (Q1015676) (← links)
- Postbuckling analysis stabilized by penalty springs and intermediate corrections. Generalization of Wright's scheme from 1968 (Q1026470) (← links)
- A simplified finite element method for large deformation, post-buckling analyses of large frame structures, using explicitly derived tangent stiffness matrices (Q3700971) (← links)
- Direct determination of asymptotic structural postbuckling behaviour by the finite element method (Q4209682) (← links)
