Small and large deformation models of post-buckled beams under lateral constraints

DOI10.1177/1081286517741341zbMath1447.74026OpenAlexW2779184466MaRDI QIDQ5120983

Pengcheng Jiao, Wassim Borchani, Nizar Lajnef, Amir Hossein Alavi

Publication date: 16 September 2020

Published in: Mathematics and Mechanics of Solids (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1177/1081286517741341

zbMATH Keywords

energy methodparametric investigationEuler-Bernoulli beamminimal total potential energy

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Energy minimization in equilibrium problems in solid mechanics (74G65) Bifurcation and buckling (74G60)

Related Items (1)

Multiscale Buckling and Post-Buckling Analysis: a Comprehensive Review

Cites Work

• Effect of Coulomb friction on the deformation of an elastica constrained in a straight channel with clearance
• The post-buckling behavior of a beam constrained by springy walls
• Exact solution and stability of postbuckling configurations of beams
• Vibration and stability of a constrained elastica with variable length
• Constrained Euler buckling
• Constrained Euler buckling: An interplay of computation and analysis
• The post-buckling response of a bi-laterally constrained column.

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