The post-buckling response of a bi-laterally constrained column.
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Publication:1973963
DOI10.1016/S0022-5096(98)00004-0zbMath1063.74510WikidataQ126458914 ScholiaQ126458914MaRDI QIDQ1973963
Publication date: 1998
Published in: Journal of the Mechanics and Physics of Solids (Search for Journal in Brave)
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Classical linear elasticity (74B05) Experimental work for problems pertaining to mechanics of deformable solids (74-05) Bifurcation and buckling (74G60)
Related Items (12)
Uniqueness of solutions for constrained elastica ⋮ 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 ⋮ On a compressed spatial elastica constrained inside a tube ⋮ Bifurcation and buckling analysis of a unilaterally confined self-rotating cantilever beam ⋮ On the contact behavior of a buckled Timoshenko beam constrained laterally by a plane wall ⋮ Small and large deformation models of post-buckled beams under lateral constraints ⋮ Multiscale Buckling and Post-Buckling Analysis: a Comprehensive Review ⋮ Contact buckling and postbuckling of thin rectangular plates ⋮ Vibration and stability of a constrained elastica with variable length ⋮ Postbuckling of bilaterally constrained rectangular thin plates. ⋮ Deformation and vibration of a buckled beam constrained by springy walls
Cites Work
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- An elastica that involves continuous and multiple discrete contacts with a boundary
- Analysis of certain unilateral problems in von Kármán plate theory by a penalty method. II. Approximation and numerical analysis
- Uni-directional buckling of a pinned elastica with external pressure
- Wrinkling behavior of rectangular plates under lateral constraint
- The buckling of a radially constrained imperfect circular ring
- Stability of rods with unilateral constraints, a finite element solution
- The Contact Problem at Delamination
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