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Numerical modelling and design of LiteSteel Beams subject to lateral buckling
Abstract The LiteSteel Beam (LSB) is a new hollow flange channel section developed using a patented dual electric resistance welding and cold-forming process. It has a unique geometry consisting of torsionally rigid rectangular hollow flanges and a slender web, and is commonly used as flexural members. However, the LSB flexural members are subjected to a relatively new lateral distortional buckling mode, which reduces their moment capacities. Unlike lateral torsional buckling, the lateral distortional buckling of LSBs is characterised by simultaneous lateral deflection, twist and cross sectional change due to web distortion. Therefore a detailed investigation into the lateral buckling behaviour of LSB flexural members was undertaken using experiments and finite element analyses. This paper presents the details of suitable finite element models developed to simulate the behaviour and capacity of LSB flexural members subject to lateral buckling. The models included all significant effects that influence the ultimate moment capacities of such members, including material inelasticity, lateral distortional buckling deformations, web distortion, residual stresses, and geometric imperfections. Comparison of elastic buckling and ultimate moment capacity results with predictions from other numerical analyses and available buckling moment equations, and experimental results showed that the developed finite element models accurately predict the behaviour and moment capacities of LSBs. The validated model was then used in a detailed parametric study that produced accurate moment capacity data for all the LSB sections and improved design rules for LSB flexural members subject to lateral distortional buckling.
Highlights ► Lateral distortional buckling behaviour of LiteSteel beam (LSB) was investigated. ► Finite element models of LSBs subject to lateral buckling were developed. ► Validated finite element models were used to develop moment capacity data of LSBs. ► Improved design rules were developed for LSBs subject to lateral distortional buckling
Numerical modelling and design of LiteSteel Beams subject to lateral buckling
Abstract The LiteSteel Beam (LSB) is a new hollow flange channel section developed using a patented dual electric resistance welding and cold-forming process. It has a unique geometry consisting of torsionally rigid rectangular hollow flanges and a slender web, and is commonly used as flexural members. However, the LSB flexural members are subjected to a relatively new lateral distortional buckling mode, which reduces their moment capacities. Unlike lateral torsional buckling, the lateral distortional buckling of LSBs is characterised by simultaneous lateral deflection, twist and cross sectional change due to web distortion. Therefore a detailed investigation into the lateral buckling behaviour of LSB flexural members was undertaken using experiments and finite element analyses. This paper presents the details of suitable finite element models developed to simulate the behaviour and capacity of LSB flexural members subject to lateral buckling. The models included all significant effects that influence the ultimate moment capacities of such members, including material inelasticity, lateral distortional buckling deformations, web distortion, residual stresses, and geometric imperfections. Comparison of elastic buckling and ultimate moment capacity results with predictions from other numerical analyses and available buckling moment equations, and experimental results showed that the developed finite element models accurately predict the behaviour and moment capacities of LSBs. The validated model was then used in a detailed parametric study that produced accurate moment capacity data for all the LSB sections and improved design rules for LSB flexural members subject to lateral distortional buckling.
Highlights ► Lateral distortional buckling behaviour of LiteSteel beam (LSB) was investigated. ► Finite element models of LSBs subject to lateral buckling were developed. ► Validated finite element models were used to develop moment capacity data of LSBs. ► Improved design rules were developed for LSBs subject to lateral distortional buckling
Numerical modelling and design of LiteSteel Beams subject to lateral buckling
Anapayan, Tharmarajah (Autor:in) / Mahendran, Mahen (Autor:in)
Journal of Constructional Steel Research ; 70 ; 51-64
31.08.2011
14 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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