Influence of local buckling on global instability: Simplified, large deformation, post-buckling analyses of plane trusses

DOI10.1016/0045-7949(85)90140-3zbMath0571.73048OpenAlexW2105838513MaRDI QIDQ3687829

Satya N. Atluri, K. Kondoh

Publication date: 1985

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(85)90140-3

zbMATH Keywords

bifurcationtangent stiffness matrixlocal bucklingexamplesnonlinear responseglobal instabilitypost-buckling responsebeyond limit pointsglobal imperfectionsglobal response of truss-type structuresinteractive effects of member bucklingminor variations in member propertiesmodified arc length method

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Bifurcation and buckling (74G60)

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