Article ID Journal Published Year Pages File Type
4923481 Journal of Constructional Steel Research 2017 24 Pages PDF
Abstract
A finite element model of a beam-to-column double extended end-plate steel joint under cyclic loading conditions is presented, validated by test results. Based on the validated stress and deformation fields FE results, a procedure is proposed to extract the force-deformation behaviour of the column web components, which allows for the arbitrary consideration of any component model.253
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Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
Preview
Cyclic behaviour characterization of web panel components in bolted end-plate steel joints
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