A simple method to determine the critical buckling loads for axially inhomogeneous beams with elastic restraint
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Publication:639062
DOI10.1016/j.camwa.2011.02.037zbMath1221.74031OpenAlexW1994751192MaRDI QIDQ639062
Publication date: 18 September 2011
Published in: Computers \& Mathematics with Applications (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.camwa.2011.02.037
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Cites Work
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- A mixed differential quadrature and finite element free vibration and buckling analysis of thick beams on two-parameter elastic foundations
- Elastica and buckling load of simple tapered columns with constant volume
- Buckling and post-buckling of non-uniform non-linearly elastic rods
- A new functional perturbation method for linear non-homogeneous materials
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- A closed-form solution for the generalized Euler problem
- Inverse buckling problem for inhomogeneous columns
- Exact solutions for buckling of non-uniform columns under axial concentrated and distributed loading
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