A finite-strain gradient-inelastic beam theory and a corresponding force-based frame element formulation
DOI10.1002/NME.5929zbMATH Open1548.74889MaRDI QIDQ6555252
Petros Sideris, Mohammad Salehi
Publication date: 14 June 2024
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
softeningfinite strainsgeometric nonlinearitiesmaterial nonlinearitiesbeam formulationforce-based frame element
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Finite element, Rayleigh-Ritz and Galerkin methods for boundary value problems involving PDEs (65N30)
Cites Work
- Title not available (Why is that?)
- A hybrid-mixed finite element formulation for the geometrically exact analysis of three-dimensional framed structures
- Finite element method - The natural approach
- A nonlinear analysis of elastically constrained tie-rods under transverse loads
- A kinematically exact finite element formulation of planar elastic-plastic frames
- On locking-free shear deformable beam finite elements
- On one-dimensional finite-strain beam theory: the plane problem
- On materially and geometrically non-linear analysis of reinforced concrete planar frames
- A consistent co-rotational formulation for nonlinear, three-dimensional, beam-elements
- Nonlinear time-dependent analysis of planar frames using an ‘exact’ formulation—I. Theory
- Geometric and material non-linear analysis of beam-columns and frames using the minimum residual displacement method
- Reduced integration and the shear-flexible beam element
- A simple and efficient finite element for plate bending
- Mixed variational methods for finite element analysis of geometrically non-linear, inelastic Bernoulli-Euler beams
- AN APPROACH TO THE NON-LINEAR BEHAVIOUR OF THE MEMBERS OF A RIGID JOINTED PLANE FRAMEWORK WITH FINITE DEFLECTIONS
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