On the elastic stability of uniform beams and circular arches under nonconservative loading

DOI10.1016/S0020-7683(99)00229-2zbMATH Open0965.74021MaRDI QIDQ1579962

Felix M. Detinko

Publication date: 14 September 2000

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

zbMATH Keywords

finite elementslocal stabilityeigenvalue analysislarge deflectionslinearized equationsnonconservative loadingcircular archesnonlinear equilibriumsubdomain collocation methoduniform beams

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60)

Related Items (3)

Arched beams of Bresse type: New thermal couplings and pattern of stability ⋮ Non-linear in-plane postbuckling of arches with rotational end restraints under uniform radial loading ⋮ Dynamic instability in shallow arches under transversal forces and plane frames with semirigid connections

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