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Capacity assessment and design of CFRP-strengthened steel channel columns

This paper presents a design method (BS5950-5) to predict the allowable load carrying capacity of cold formed steel channel section strengthened by carbon fiber reformed polymer composites applied to the web of the beam. A specimen is presented to illustrate the proposed design approach. The validit...

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Main Authors: Kalavagunta, S., Naganathan, S., Mustapha, K.N.B.
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Published: 2018
Online Access:http://dspace.uniten.edu.my/jspui/handle/123456789/8405
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spelling my.uniten.dspace-84052020-09-10T02:26:59Z Capacity assessment and design of CFRP-strengthened steel channel columns Kalavagunta, S. Naganathan, S. Mustapha, K.N.B. This paper presents a design method (BS5950-5) to predict the allowable load carrying capacity of cold formed steel channel section strengthened by carbon fiber reformed polymer composites applied to the web of the beam. A specimen is presented to illustrate the proposed design approach. The validity of the proposed design method has been verified by comparing with the experimental test results. A series of compression tests were conducted on plain and CFRP strengthened steel sections of different geometries. This paper also contains the consequences obtained by comparing the strengths of plain and CFRP strengthened steel columns using compression test. The findings showed that the strength of CFRP strengthened steel columns were up to 10% greater than plain cold form steel sections. 2018-02-15T02:59:18Z 2018-02-15T02:59:18Z 2013 http://dspace.uniten.edu.my/jspui/handle/123456789/8405
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 This paper presents a design method (BS5950-5) to predict the allowable load carrying capacity of cold formed steel channel section strengthened by carbon fiber reformed polymer composites applied to the web of the beam. A specimen is presented to illustrate the proposed design approach. The validity of the proposed design method has been verified by comparing with the experimental test results. A series of compression tests were conducted on plain and CFRP strengthened steel sections of different geometries. This paper also contains the consequences obtained by comparing the strengths of plain and CFRP strengthened steel columns using compression test. The findings showed that the strength of CFRP strengthened steel columns were up to 10% greater than plain cold form steel sections.
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author Kalavagunta, S.
Naganathan, S.
Mustapha, K.N.B.
spellingShingle Kalavagunta, S.
Naganathan, S.
Mustapha, K.N.B.
Capacity assessment and design of CFRP-strengthened steel channel columns
author_facet Kalavagunta, S.
Naganathan, S.
Mustapha, K.N.B.
author_sort Kalavagunta, S.
title Capacity assessment and design of CFRP-strengthened steel channel columns
title_short Capacity assessment and design of CFRP-strengthened steel channel columns
title_full Capacity assessment and design of CFRP-strengthened steel channel columns
title_fullStr Capacity assessment and design of CFRP-strengthened steel channel columns
title_full_unstemmed Capacity assessment and design of CFRP-strengthened steel channel columns
title_sort capacity assessment and design of cfrp-strengthened steel channel columns
publishDate 2018
url http://dspace.uniten.edu.my/jspui/handle/123456789/8405
_version_ 1677776778986258432
score 13.160551

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