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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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 |
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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 |
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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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55695387900 |
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55695387900 Kalavagunta S. Naganathan S. Bin Mustapha K.N. |
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Article |
author |
Kalavagunta S. Naganathan S. Bin Mustapha K.N. |
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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 |
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Maxwell Science Publications |
publishDate |
2023 |
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1806427374544224256 |
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13.214268 |