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On the proper treatment of axial and shear undeformability constraints in post-buckling analysis of beams

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Publication:1157955
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DOI10.1016/0020-7462(81)90012-3zbMath0472.73040OpenAlexW1990974678MaRDI QIDQ1157955

Marcello Pignataro, Antonio Di Carlo, Nicola Luigi Rizzi

Publication date: 1981

Published in: International Journal of Non-Linear Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7462(81)90012-3

zbMATH Keywords

one-dimensional problemshybrid functionalinextensibleKoiter energy approachperturbative formulationreleased non-linear continuity conditionsshear undeformable beam


Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Stability of dynamical problems in solid mechanics (74H55) Bifurcation and buckling (74G60)


Related Items

A nonlinear beam finite element for the post-buckling analysis of plane frames by Koiter's perturbation approach, Stability and postbuckling analysis of nonlinear structures



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