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Journal ArticleDOI

First-order generalised beam theory

TLDR
In this article, the basic principles of Generalized Beam Theory were introduced and used to analyse cold-formed sections in which distortion of the cross-section is significant, and the calculation procedure was illustrated by a detailed numerical example.
About
This article is published in Journal of Constructional Steel Research.The article was published on 1994-01-01. It has received 143 citations till now. The article focuses on the topics: Distortion & Timoshenko beam theory.

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Second-order generalised beam theory for arbitrary orthotropic materials

TL;DR: In this article, the structural behavior of composite thin-walled members made of laminated plates and displaying arbitrary orthotropy was analyzed and the main concepts and procedures involved in the available isotropic first-order generalized beam theory were revisited and adapted/modified to account for the specific aspects related to the member orthots.
Journal ArticleDOI

A new approach to the calculation of cross-section deformation modes in the framework of generalized beam theory

TL;DR: In this paper, a general approach for the calculation of cross-section deformation modes in thin-walled beams, to be used in the framework of generalized beam theory (GBT), is presented.
Journal ArticleDOI

A full modal decomposition of thin-walled, single-branched open cross-section members via the constrained finite strip method

TL;DR: The constrained finite strip method (cFSM) as discussed by the authors decomposes the elastic stability solution of a thin-walled single-branched open cross-section member into mechanically consistent buckling classes associated with global, local, distortional, and shear and transverse extension buckling modes.
Journal ArticleDOI

Recent research advances in cold-formed steel structures

TL;DR: In this paper, the development of cold-formed sections in building construction has been outlined and a more detailed consideration of the related design procedures is presented, where the latest trend is to move from simplified design models to design procedures based on "whole section" analysis.
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Buckling mode decomposition of single-branched open cross-section members via finite strip method : Derivation

TL;DR: In this paper, the fundamental mechanical assumptions of the generalized beam theory are identified and then used to constrain a general purpose finite strip analysis to specific buckling types, in this case global and distortional buckling.
References
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An Exact Finite Element for Beam on Elastic Foundation Problems

TL;DR: In this paper, an exact closed-form finite element solution for beam on elastic foundations with tensile or compressive axial loads with axi-symmetric loading was derived.
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