Please use this identifier to cite or link to this item: https://scholarhub.balamand.edu.lb/handle/uob/632
Title: Inelastic Response of an Overhanging Steel Beam
Authors: Gergess, Antoine 
Affiliations: Department of Civil and Environmental Engineering 
Keywords: Inelastic
Steel
Deformation
Beam
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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