Large deflections of buckled bars under distributed axial load

DOI10.1016/0020-7683(88)90084-4zbMath0676.73016OpenAlexW2033896636MaRDI QIDQ1123049

Pericles S. Theocaris, Dimitrios E. Panayotounakos

Publication date: 1988

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(88)90084-4

zbMATH Keywords

quantitative analysisfunctional transformationsstraightforward closed-form solutionflexible straight barlongitudinal compressive force continuously distributedstrongly nonlinear differential equations

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20) Bifurcation and buckling (74G60)

Related Items (2)

Nonlinear asymptotic analysis in elastica of straight bars---analytical parametric solutions ⋮ On the construction of the exact analytic or parametric closed-form solutions of standing waves concerning the cubic nonlinear Schrödinger equation

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