Non-linear analysis of structures by the finite element method as a supplement to a linear analysis

DOI10.1016/0045-7825(74)90024-3zbMath0277.73066OpenAlexW2092055210MaRDI QIDQ1393976

J. F. Besseling

Publication date: 1974

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7825(74)90024-3

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Composite and mixture properties (74E30) Bifurcation and buckling (74G60)

Related Items (12)

A nonlinear beam finite element for the post-buckling analysis of plane frames by Koiter's perturbation approach ⋮ Geometrically nonlinear finite element behaviour using buckling mode superposition ⋮ A multinode superelement in the generalized strain formulation ⋮ Derivation of a superelement with deformable interfaces -- applied to model flexure joint ⋮ A formulation and solution procedure for postbuckling of thin-walled structures ⋮ On large displacement-small strain analysis of structures with rotational degrees of freedom ⋮ Dynamic analysis of planar mechanisms with rigid links ⋮ Derivatives of deformation parameters for bar elements and their use in buckling and postbuckling analysis ⋮ Formulation of a geometrically nonlinear 3D beam finite element based on kinematic-group approach ⋮ Buckling analysis with the ASKA program system ⋮ A linearized input-output representation of flexible multibody systems for control synthesis ⋮ A displacement formulation for the finite element elastic-plastic problem

Cites Work

• Stress-strain relations, uniqueness and variational theorems for elastic-plastic materials with a singular yield surface
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