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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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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1725807859498745856 |