Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1001046
Title: Equations to evaluate elastic-plastic deformations of cantilever steel beams in simple bending
Authors: Baptista, A. M.
Muzeau, J. P.
Bouchaïr, A.
Keywords: Steel structures;Analytical model;Elastic-plastic analysis;Elastic deformations;Elastic-plastic deformations;Simple bending
Issue Date: Sep-2002
Abstract: This paper presents an analytical model to evaluate cross-section rotations and displacements in a cantilever beam subjected to a concentrated transversal load at its free end. The beam is made of an I-section, and its material is expected to follow an elastic-perfectly-plastic behaviour. The cross-section displacements and rotations may be evaluated by means of analytical expressions, which are presented both for the beam elastic and elastic-plastic domains. The latter is divided in two different phases: when only a portion of the flanges is yielded, the web remaining elastic, and when yielding progresses across the web of the most strained sections, after total yielding of their flanges. These analytical expressions also allow the evolution of the yielded areas to be controlled, along the beam cross-sections and length, as a function of the applied load.
URI: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1001046
Appears in Collections:DE/NCE - Comunicações a congressos e artigos de revista

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