Large displacement analysis of space-frame structures

DOI10.1016/0045-7825(89)90121-7zbMath0675.73034OpenAlexW2007836964MaRDI QIDQ1122386

S. H. Smith

Publication date: 1989

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(89)90121-7

zbMATH Keywords

Newton-Raphson methodbifurcation pointsarc-length methodsmall perturbationEigenvectorsiteration strategy``imperfect approachgeometrically nonlinear static analysisjoint orientation matrixlarge joint rotationssecondary pathsshallow geodesic domethree-dimensional frame structurestwo-hinged deep archupdated Lagrangian approach

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20) Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60)

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Constitutive and geometric nonlinear models for the seismic analysis of RC structures with energy dissipators ⋮ A kinematically exact space finite strain beam model -- finite element formulation by generalized virtual work principle ⋮ Large displacement analysis of space-frame structures ⋮ Conceptual issues in geometrically nonlinear analysis of 3D framed structures. ⋮ A study on the instability problem for 3D frames

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