Print Email Facebook Twitter Buckling of coped steel beams and steel beams with partial endplates Title Buckling of coped steel beams and steel beams with partial endplates Author TNO Bouw Maljaars, J. Stark, J.W.B. Steenbergen, H.M.G.M. Publication year 2004 Abstract Copes and partial endplates influence the resistance to lateral buckling of a steel beam. In order to quantify this influence, numerical research has been carried out with validated models. Full-scale laboratory tests carried out for the validation of the numerical models are described in the Annex to this paper. The research resulted in proposed reduction factors for the critical elastic buckling load of beams with various end connections. With the reduced elastic buckling load and the existing buckling curves the resistance of steel beams with copes and partial end plates can be determined. Subject BeamsBucklingCopeEndplateLateral-torsional bucklingSteelBucklingCurve fittingElasticityLoads (forces)Mathematical modelsNumerical analysisTorsional stressBeam spanCopeEndplatesLateral-torsional bucklingSteel beams and girdersBuildings and InfrastructureBuilt Environment To reference this document use: http://resolver.tudelft.nl/uuid:e3de5ffa-ed50-4a8c-b62b-bf1c179433b2 TNO identifier 330909 Source Heron, 49 (49), 233-271 Document type article Files PDF maljaars-2004-buckling.pdf