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|Title:||Inelastic Response of an Overhanging Steel Beam||Authors:||Gergess, Antoine||Affiliations:||Department of Civil and Environmental Engineering||Keywords:||Inelastic
|Issue Date:||2017||Publisher:||Institute of Research Engineers and Doctors||Part of:||Proc. of the Fifth Intl. Conf. Advances in Civil, Structural and Mechanical Engineering - CSM 2017||Start page:||47||End page:||51||Conference:||Fifth Intl. Conf. Advances in Civil, Structural and Mechanical Engineering - CSM 2017 (2-3 September 2017 : Zurich, Switzerland)||Abstract:||
Mechanical loads are sometimes used to bend steel beams for curving. For this purpose, concentrated forces are applied to deform the beam about its weak axis. This paper derives equations to define the load versus residual deformation response for overhanging steel beams. Idealization of the circular curve based on the deformed shape is also presented. The process is verified by a numerical example.
|URI:||https://scholarhub.balamand.edu.lb/handle/uob/632||Open URL:||Link to full text||Type:||Conference Paper|
|Appears in Collections:||Department of Civil and Environmental Engineering|
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