Interactive buckling in thin-walled beams. II: Applications

DOI10.1016/0020-7683(89)90010-3zbMath0703.73034OpenAlexW2041758049MaRDI QIDQ916477

P. Goltermann, H. Møllmann

Publication date: 1989

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7683(89)90010-3

zbMATH Keywords

Mode interactioncombination of the finite strip method and Koiter's asymptotic theory of stabilityload- carrying capacitieslocal and global buckling modes

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Anelastic fracture and damage (74R20) Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60)

Related Items (3)

Cellular buckling from mode interaction in I-beams under uniform bending ⋮ Extrapolation locking and its sanitization in Koiter's asymptotic analysis ⋮ Modal interactive buckling of thin-walled composite beam-columns regarding distortional deformations

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