Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/60629
Title: Semi-empirical design of complex metal beams by buckling analysis
Authors: Liu, YP
Chan, SL 
Keywords: Lateral-torsional buckling
Linear buckling analysis
Elastic critical moment
Finite element method
Issue Date: 2009
Publisher: Taylor & Francis
Source: The IES journal. Part A, Civil & structural engineering, 2009, v. 2, no. 1, p. 85-96 How to cite?
Journal: The IES journal. Part A, Civil & structural engineering 
Abstract: Structural elements with complex geometries, boundary conditions and load patterns cannot be designed against buckling using empirical formulae because of uncertain elastic buckling moments or unknown buckling effective lengths, which are basic parameters for these equations. This article proposes a shell finite element procedure for buckling design of metal beams of complex configurations with codified initial imperfections assumed in the Perry–Robertson formula. The advantage of the proposed method lies in the use of elastic buckling moment with empirical design formulae for determination of design moment capacity of a beam; thereby eliminating the uncertainty of modelling initial imperfections. More importantly, the moment modification factor and assumption of effective length can be avoided because all second-order and yield effects have been considered in the computer model. Numerical examples demonstrate that the simplified method has a high level of accuracy, versatility and flexibility for the design of complex beams.
URI: http://hdl.handle.net/10397/60629
ISSN: 1937-3260 (print)
1937-3279 (online)
DOI: 10.1080/19373260802636976
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