Strengthening of perforated plates under uniaxial compression: Buckling analysis
- 1 July 2010
- journal article
- Published by Elsevier BV in Thin-Walled Structures
- Vol. 48 (12), 905-914
- https://doi.org/10.1016/j.tws.2010.06.001
Abstract
No abstract availableKeywords
This publication has 16 references indexed in Scilit:
- Elastic buckling of thin plates with holes in compression or bendingThin-Walled Structures, 2009
- Non-linear analysis of perforated steel plates subjected to localised symmetrical loadJournal of Constructional Steel Research, 2008
- Ultimate strength of perforated steel plates under combined biaxial compression and edge shear loadsThin-Walled Structures, 2008
- Ultimate strength of steel plates with a single circular hole under axial compressive loading along short edgesShips and Offshore Structures, 2007
- Ultimate strength of perforated steel plates under edge shear loadingThin-Walled Structures, 2007
- Elastic stability of bi-axially loaded rectangular plates with a single circular holeThin-Walled Structures, 2007
- Effect of aspect ratio on the elastic buckling of uniaxially loaded plates with eccentric holesThin-Walled Structures, 2001
- Elastic buckling of plates with eccentrically positioned rectangular perforationsInternational Journal of Mechanical Sciences, 1996
- Elastic buckling of perforated plates subjected to concentrated loadsComputers & Structures, 1990
- ULTIMATE LOAD CAPACITY OF PLATE GIRDERS WITH WEBS CONTAINING CIRCULAR CUT-OUTS.Proceedings of the Institution of Civil Engineers, 1981