Effect of hole reinforcement on the buckling behaviour of thin-walled beams subjected to combined loading
Authors:
- Arif E. OrunAOArif E. Orun
- Mehmet A. GulerMGMehmet A. Guler
- 1 September 2017
- journal article
- Published by Elsevier in Thin-Walled Structures
- Vol. 118, 12-22
Abstract
No abstract availableThis publication has 29 references indexed in Scilit:
- Elastic buckling analysis of thin-walled structural members with rectangular holes using generalized beam theoryThin-Walled Structures, 2016
- Experimental investigation of cold-formed steel channels with slotted webs in shearThin-Walled Structures, 2016
- Shear effect on buckling of cellular columns subjected to axially compressed loadThin-Walled Structures, 2016
- Numerical methods for the design of cylindrical steel shells with unreinforced or reinforced cutoutsThin-Walled Structures, 2015
- Opening reinforcement for box-section walls containing continuous elliptical holes in steel pylonsJournal of Constructional Steel Research, 2014
- Compression tests and numerical analysis of perforated plates containing slotted holes in steel pylonsThin-Walled Structures, 2013
- Meshless local buckling analysis of steel beams with irregular web openingsEngineering Structures, 2013
- Optimum design of cellular beams using harmony search and particle swarm optimizersJournal of Constructional Steel Research, 2011
- Strengthening of perforated plates under uniaxial compression: Buckling analysisThin-Walled Structures, 2010
- The influence of reinforcement ring width on the buckling response of carbon fibre composite panels with circular cut-outsComposite Structures, 1997