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.
Other Authors: 55695387900
Format: Article
Published: Maxwell Science Publications 2023
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spelling my.uniten.dspace-293932023-12-28T12:12:52Z Experimental study on CFRP strengthened cold formed channel columns Kalavagunta S. Naganathan S. Bin Mustapha K.N. 55695387900 30267872100 26032672000 Axial compression CFRP CFRP strengthened Cold formed steel Design methods 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. Final 2023-12-28T04:12:52Z 2023-12-28T04:12:52Z 2013 Article 10.19026/rjaset.6.3510 2-s2.0-84880299468 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84880299468&doi=10.19026%2frjaset.6.3510&partnerID=40&md5=29f9285674dacfdf691ed571a78b473a https://irepository.uniten.edu.my/handle/123456789/29393 6 21 4058 4062 All Open Access; Hybrid Gold Open Access Maxwell Science Publications Scopus
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/
topic Axial compression
CFRP
CFRP strengthened
Cold formed steel
Design methods
spellingShingle Axial compression
CFRP
CFRP strengthened
Cold formed steel
Design methods
Kalavagunta S.
Naganathan S.
Bin Mustapha K.N.
Experimental study on CFRP strengthened cold formed channel columns
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.
author2 55695387900
author_facet 55695387900
Kalavagunta S.
Naganathan S.
Bin Mustapha K.N.
format Article
author 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
publisher Maxwell Science Publications
publishDate 2023
_version_ 1806427374544224256
score 13.222552