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Experimental study on CFRP strengthened cold formed channel columns

Cold-formed steel members usually display local-global buckling interaction which strongly effects the structural strength of columns. Through strengthening web of the members this buckling can be controlled to some extent. In this investigation, Carbon Fibre Reinforced Polymers (CFRP) is used for s...

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Main Authors: Kalavagunta, S., Naganathan, S., Bin Mustapha, K.N.
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Published: 2018
Online Access:http://dspace.uniten.edu.my/jspui/handle/123456789/8397
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spelling my.uniten.dspace-83972020-09-10T03:22:47Z Experimental study on CFRP strengthened cold formed channel columns Kalavagunta, S. Naganathan, S. Bin Mustapha, K.N. Cold-formed steel members usually display local-global buckling interaction which strongly effects the structural strength of columns. Through strengthening web of the members this buckling can be controlled to some extent. In this investigation, Carbon Fibre Reinforced Polymers (CFRP) is used for strengthening cold formed steel channel member. This paper presents compression tests of cold-formed plain and CFRP strengthened steel channel section columns. This paper also proposes a design method based on Direct Strength Method provisions specified in American Iron and Steel Institute (AISI), for determining the axial compression strength. Results obtained from the proposed design method are compared with experimental test data and are found to be in good agreement. © Maxwell Scientific Organization, 2013. 2018-02-15T02:59:16Z 2018-02-15T02:59:16Z 2013 http://dspace.uniten.edu.my/jspui/handle/123456789/8397
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
description Cold-formed steel members usually display local-global buckling interaction which strongly effects the structural strength of columns. Through strengthening web of the members this buckling can be controlled to some extent. In this investigation, Carbon Fibre Reinforced Polymers (CFRP) is used for strengthening cold formed steel channel member. This paper presents compression tests of cold-formed plain and CFRP strengthened steel channel section columns. This paper also proposes a design method based on Direct Strength Method provisions specified in American Iron and Steel Institute (AISI), for determining the axial compression strength. Results obtained from the proposed design method are compared with experimental test data and are found to be in good agreement. © Maxwell Scientific Organization, 2013.
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author Kalavagunta, S.
Naganathan, S.
Bin Mustapha, K.N.
spellingShingle Kalavagunta, S.
Naganathan, S.
Bin Mustapha, K.N.
Experimental study on CFRP strengthened cold formed channel columns
author_facet Kalavagunta, S.
Naganathan, S.
Bin Mustapha, K.N.
author_sort Kalavagunta, S.
title Experimental study on CFRP strengthened cold formed channel columns
title_short Experimental study on CFRP strengthened cold formed channel columns
title_full Experimental study on CFRP strengthened cold formed channel columns
title_fullStr Experimental study on CFRP strengthened cold formed channel columns
title_full_unstemmed Experimental study on CFRP strengthened cold formed channel columns
title_sort experimental study on cfrp strengthened cold formed channel columns
publishDate 2018
url http://dspace.uniten.edu.my/jspui/handle/123456789/8397
_version_ 1677776778137960448
score 13.160551

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