Post-buckling of simply supported column made of nonlinear elastic materials obeying the generalized Ludwick constitutive law
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Publication:2897195
DOI10.1002/ZAMM.201100081zbMath1317.74040OpenAlexW2008947452MaRDI QIDQ2897195
Wasuroot Saetiew, Somchai Chucheepsakul
Publication date: 9 July 2012
Published in: ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/zamm.201100081
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20) Bifurcation and buckling (74G60)
Related Items (6)
Buckling of softening columns in a continuum damage mechanics perspective -- local versus non-local formulation ⋮ Accurate analytical approximation to post-buckling of column with Ramberg-Osgood constitutive law ⋮ Flexural buckling and post-buckling of columns made of aluminium alloy ⋮ Large deflection of curved elastic beams made of Ludwick type material ⋮ Large deflections and buckling loads of cantilever columns with constant volume ⋮ Generalized second moment of areas of regular polygons for Ludwick type material and its application to cantilever column buckling
Cites Work
- Large deflections of cantilever beams of non-linear elastic material under a combined loading
- Determining large deflections in rectangular combines loaded cantilever beams made of non-linear Ludwick type material by means of different arc length assumptions
- Elastica type buckling analysis of bars from nonlinearly elastic material
- Large deflections of cantilever beams of nonlinear materials of the Ludwick type subjected to an end moment
- Large deflections of point loaded cantilevers with nonlinear behaviour
- Large deflections of nonlinearly elastic non-prismatic cantilever beams made from materials obeying the generalized Ludwick constitutive law
- Buckling and post-buckling of a nonlinearly elastic column
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