Corotational mixed finite element formulation for thin-walled beams with generic cross-section

DOI10.1016/j.cma.2010.06.026zbMath1225.74076OpenAlexW2047022773MaRDI QIDQ643881

R. Alsafadie, Jean-Marc Battini, Mohammed Hjiaj

Publication date: 2 November 2011

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

Full work available at URL: https://doi.org/10.1016/j.cma.2010.06.026

zbMATH Keywords

elasto-plastic material behaviorgeneric cross-sectiongeometrically nonlinear beammixed finite element analysisthree-dimensional corotational formulationtwo-field hellinger-Reissner variational principle

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05)

Related Items (9)

The method of a floating frame of reference for non-smooth contact dynamics ⋮ A large rotation finite element analysis of 3D beams by incremental rotation vector and exact strain measure with all the desirable features ⋮ Analysis of linearly elastic inextensible frames undergoing large displacement and rotation ⋮ A contact formulation using local frame of \(SE(3)\) group for corotational beam against rigid solid via moving signed distance field ⋮ A consistent 3D corotational beam element for nonlinear dynamic analysis of flexible structures ⋮ A nonlinear hu-washizu variational formulation and related finite-element implementation for spatial beams with arbitrary moderate thick cross-sections ⋮ A geometrically exact beam finite element for curved thin-walled bars with deformable cross-section ⋮ A mixed 3D corotational beam with cross-section warping for the analysis of damaging structures under large displacements ⋮ Isogeometric analysis of 3D beams for arbitrarily large rotations: locking-free and path-independent solution without displacement DOFs inside the patch

Uses Software

• MASTAN

Cites Work

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