PARAMETRIC STUDIES ON THE COMPONENT-BASED APPROACH TO MODELLING BEAM BOTTOM FLANGE BUCKLING AT ELEVATED TEMPERATURES

<p>In this study, an analytical model of the combination of beam-web shear buckling and bottom-flange buckling at elevated temperatures has been introduced. This analytical model is able to track the force-deflection path during post-buckling. A range of 3D finite element models has been creat...

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Main Authors: Guan Quan, Shan-Shan Huang, Ian Burgess
Format: Article
Language:English
Published: CTU Central Library 2016-04-01
Series:Acta Polytechnica
Subjects:
Online Access:https://ojs.cvut.cz/ojs/index.php/ap/article/view/3455
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spelling doaj-dbfbf5eb50ae42f2856b49ccaf3a4d812020-11-24T22:10:29ZengCTU Central LibraryActa Polytechnica1210-27091805-23632016-04-0156213213710.14311/AP.2016.56.01323161PARAMETRIC STUDIES ON THE COMPONENT-BASED APPROACH TO MODELLING BEAM BOTTOM FLANGE BUCKLING AT ELEVATED TEMPERATURESGuan Quan0Shan-Shan Huang1Ian Burgess2Department of Civil & Structural Engineering, the University of SheffieldDepartment of Civil & Structural Engineering, the University of SheffieldDepartment of Civil & Structural Engineering, the University of Sheffield<p>In this study, an analytical model of the combination of beam-web shear buckling and bottom-flange buckling at elevated temperatures has been introduced. This analytical model is able to track the force-deflection path during post-buckling. A range of 3D finite element models has been created using the ABAQUS software. Comparisons have been carried out between the proposed analytical model, finite element modelling and an existing theoretical model by Dharma (2007). Comparisons indicate that the proposed method is able to provide accurate predictions for Class 1 and Class 2 beams, and performs better than the existing Dharma model, especially for beams with high flange-to-web thickness ratios. A component-based model has been created on the basis of the analytical model, and will in due course be implemented in the software Vulcan for global structural fire analysis.</p>https://ojs.cvut.cz/ojs/index.php/ap/article/view/3455shear bucklingbottom-flange bucklingcomponent-based modelfire
collection DOAJ
language English
format Article
sources DOAJ
author Guan Quan
Shan-Shan Huang
Ian Burgess
spellingShingle Guan Quan
Shan-Shan Huang
Ian Burgess
PARAMETRIC STUDIES ON THE COMPONENT-BASED APPROACH TO MODELLING BEAM BOTTOM FLANGE BUCKLING AT ELEVATED TEMPERATURES
Acta Polytechnica
shear buckling
bottom-flange buckling
component-based model
fire
author_facet Guan Quan
Shan-Shan Huang
Ian Burgess
author_sort Guan Quan
title PARAMETRIC STUDIES ON THE COMPONENT-BASED APPROACH TO MODELLING BEAM BOTTOM FLANGE BUCKLING AT ELEVATED TEMPERATURES
title_short PARAMETRIC STUDIES ON THE COMPONENT-BASED APPROACH TO MODELLING BEAM BOTTOM FLANGE BUCKLING AT ELEVATED TEMPERATURES
title_full PARAMETRIC STUDIES ON THE COMPONENT-BASED APPROACH TO MODELLING BEAM BOTTOM FLANGE BUCKLING AT ELEVATED TEMPERATURES
title_fullStr PARAMETRIC STUDIES ON THE COMPONENT-BASED APPROACH TO MODELLING BEAM BOTTOM FLANGE BUCKLING AT ELEVATED TEMPERATURES
title_full_unstemmed PARAMETRIC STUDIES ON THE COMPONENT-BASED APPROACH TO MODELLING BEAM BOTTOM FLANGE BUCKLING AT ELEVATED TEMPERATURES
title_sort parametric studies on the component-based approach to modelling beam bottom flange buckling at elevated temperatures
publisher CTU Central Library
series Acta Polytechnica
issn 1210-2709
1805-2363
publishDate 2016-04-01
description <p>In this study, an analytical model of the combination of beam-web shear buckling and bottom-flange buckling at elevated temperatures has been introduced. This analytical model is able to track the force-deflection path during post-buckling. A range of 3D finite element models has been created using the ABAQUS software. Comparisons have been carried out between the proposed analytical model, finite element modelling and an existing theoretical model by Dharma (2007). Comparisons indicate that the proposed method is able to provide accurate predictions for Class 1 and Class 2 beams, and performs better than the existing Dharma model, especially for beams with high flange-to-web thickness ratios. A component-based model has been created on the basis of the analytical model, and will in due course be implemented in the software Vulcan for global structural fire analysis.</p>
topic shear buckling
bottom-flange buckling
component-based model
fire
url https://ojs.cvut.cz/ojs/index.php/ap/article/view/3455
work_keys_str_mv AT guanquan parametricstudiesonthecomponentbasedapproachtomodellingbeambottomflangebucklingatelevatedtemperatures
AT shanshanhuang parametricstudiesonthecomponentbasedapproachtomodellingbeambottomflangebucklingatelevatedtemperatures
AT ianburgess parametricstudiesonthecomponentbasedapproachtomodellingbeambottomflangebucklingatelevatedtemperatures
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