Elastic buckling of rectangular plates under linearly varying in-plane normal load with a circular cutout
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Publication:1939799
DOI10.1016/J.MECHRESCOM.2008.01.005zbMath1258.74079OpenAlexW2072555833MaRDI QIDQ1939799
Mustafa Sonmez, M. Aydin Komur
Publication date: 5 March 2013
Published in: Mechanics Research Communications (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.mechrescom.2008.01.005
Related Items (6)
Effect of shear deformation on the buckling parameter of perforated and non-perforated plates studied using the boundary element method ⋮ Elasto-plastic buckling analysis for perforated steel plates subject to uniform compression ⋮ BUCKLING BEHAVIOR OF COMPOSITE LAMINATES (WITH AND WITHOUT CUTOUTS) SUBJECTED TO NONUNIFORM IN-PLANE LOADS ⋮ Buckling analysis of symmetrically laminated composite plates including the effect of variable pre-stress field using the Ritz method ⋮ Hygro-thermo-mechanical vibration and buckling analysis of composite laminates with elliptical cutouts under localized edge loads ⋮ Increase in buckling loads of plates by introduction of cutouts
Uses Software
Cites Work
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- Elastic buckling of plates with eccentrically positioned rectangular perforations
- Exact solutions for vibration and buckling of an SS-C-SS-C rectangular plate loaded by linearly varying in-plane stresses
- Exact solutions for the buckling of rectangular plates having linearly varying in-plane loading on two opposite simply supported edges
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