Post-Buckling Behavior of Nonlinear Elastic Beams and Three-Dimensional Frames Using the Theory of a Cosserat Point
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Publication:4671781
DOI10.1177/1081286504033010zbMath1066.74028OpenAlexW1970316902MaRDI QIDQ4671781
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Publication date: 26 April 2005
Published in: Mathematics and Mechanics of Solids (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1177/1081286504033010
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20) Bifurcation and buckling (74G60) Junctions (74K30)
Related Items (2)
Using discrete optimization algorithms to find minimum energy configurations of slender cantilever beams with non-convex energy functions ⋮ Numerical Solution Procedures for Nonlinear Elastic Curved Rods Using the Theory of a Cosserat Point
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