A consistent finite element formulation for linear buckling analysis of spatial beams

DOI10.1016/S0045-7825(97)00210-7zbMath0964.74066MaRDI QIDQ1971474

R. T. Yang, Kuo Mo Hsiao, Wen Yi Lin

Publication date: 16 July 2001

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

zbMATH Keywords

buckling loadgeneralized eigenvalue problemstiffness matrixinverse power methodbuckling modeprebuckling displacementslinear buckling analysisthree-dimensional elastic Euler beamco-rotational element formulationlinearization of geometrically nonlinear beam theoryprebuckling rotations

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60)

Related Items (6)

On invariance of spatial isogeometric Timoshenko-Ehrenfest beam formulations for static analysis ⋮ Co-rotational finite element formulation for thin-walled beams with generic open section ⋮ Co-rotational formulation for geometric nonlinear analysis of doubly symmetric thin-walled beams ⋮ A co-rotational finite element formulation for buckling and postbuckling analyses of spatial beams ⋮ Finite element linear and nonlinear, static and dynamic analysis of structural elements – an addendum – A bibliography (1996‐1999) ⋮ A corotational formulation for thin-walled beams with monosymmetric open section

Cites Work

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