Buckling and lateral buckling interaction in thin-walled beam-column elements with mono-symmetric cross sections
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Publication:727376
DOI10.1016/j.apm.2012.07.053zbMath1351.74033OpenAlexW2052476092MaRDI QIDQ727376
Michel Potier-Ferry, Noureddine Damil, Foudil Mohri
Publication date: 6 December 2016
Published in: Applied Mathematical Modelling (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.apm.2012.07.053
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60)
Related Items (2)
Bending, second-order and buckling analysis of non-prismatic beam-columns by differential quadrature method ⋮ Non-local finite element formulation for stability analysis of thin-walled nanobeams with varying I-section
Cites Work
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- Influence of pre-buckling displacements on the elastic critical loads of thin walled bars of open cross section
- Flexural-torsional postbuckling analysis of beams of arbitrary cross-section
- Critical state of a thin-walled beam under combined load
- Elastic buckling of I-beams under linear moment gradient.
- Lateral buckling of beams with shear deformations - A hyperelastic formulation
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