Proposal for design rules of axially loaded CFRP strengthened cold formed lipped channel steel sections

Carbon fiber reinforced polymer (CFRP) composites are considered to have high performance and potential for use in strengthening, retrofitting and for the rehabilitation of structural sections. In this paper, design procedures are proposed for the axial load capacity of cold formed steel lipped chan...

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Main Authors: Kalavagunta S., Naganathan S., Bin Mustapha K.N.
Other Authors: 55695387900
Format: Article
Published: 2023
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spelling my.uniten.dspace-300262023-12-29T15:44:04Z Proposal for design rules of axially loaded CFRP strengthened cold formed lipped channel steel sections Kalavagunta S. Naganathan S. Bin Mustapha K.N. 55695387900 30267872100 26032672000 AISI EC3 Axial loading CFRP strengthening Cold formed steel Design method Axial loads Carbon fiber reinforced plastics Design AISI EC3 Axial loading Cfrp strengthening Cold-formed steel Design method Strengthening (metal) Carbon fiber reinforced polymer (CFRP) composites are considered to have high performance and potential for use in strengthening, retrofitting and for the rehabilitation of structural sections. In this paper, design procedures are proposed for the axial load capacity of cold formed steel lipped channel columns strengthened with carbon fiber reinforced polymer (CFRP). For the purpose of validation, the results are based on the proposed design equation from the North American specification for the design of cold-formed steel structural members (AISI-2007) and Euro code for cold-formed members and sheeting (EC3-EN1993-1-3:2006) are compared against the experimental test data. The test results showed that the capacity of the columns are close to the theoretical values predicted by the AISI-2007 and EC 3 provisions. Some tested specimens showed reduced capacity and premature failure due to peeling and debonding of the CFRP from the steel. Various experimental investigations are suggested for future work to further validate and update the design equations. From the experimental studies, it has been observed that there is significant increase in strength due to CFRP strengthening. � 2013 Elsevier Ltd. Final 2023-12-29T07:44:04Z 2023-12-29T07:44:04Z 2013 Article 10.1016/j.tws.2013.06.006 2-s2.0-84880278189 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84880278189&doi=10.1016%2fj.tws.2013.06.006&partnerID=40&md5=c238c95a80710ca0d6a71680ea5ff501 https://irepository.uniten.edu.my/handle/123456789/30026 72 14 19 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 AISI EC3
Axial loading
CFRP strengthening
Cold formed steel
Design method
Axial loads
Carbon fiber reinforced plastics
Design
AISI EC3
Axial loading
Cfrp strengthening
Cold-formed steel
Design method
Strengthening (metal)
spellingShingle AISI EC3
Axial loading
CFRP strengthening
Cold formed steel
Design method
Axial loads
Carbon fiber reinforced plastics
Design
AISI EC3
Axial loading
Cfrp strengthening
Cold-formed steel
Design method
Strengthening (metal)
Kalavagunta S.
Naganathan S.
Bin Mustapha K.N.
Proposal for design rules of axially loaded CFRP strengthened cold formed lipped channel steel sections
description Carbon fiber reinforced polymer (CFRP) composites are considered to have high performance and potential for use in strengthening, retrofitting and for the rehabilitation of structural sections. In this paper, design procedures are proposed for the axial load capacity of cold formed steel lipped channel columns strengthened with carbon fiber reinforced polymer (CFRP). For the purpose of validation, the results are based on the proposed design equation from the North American specification for the design of cold-formed steel structural members (AISI-2007) and Euro code for cold-formed members and sheeting (EC3-EN1993-1-3:2006) are compared against the experimental test data. The test results showed that the capacity of the columns are close to the theoretical values predicted by the AISI-2007 and EC 3 provisions. Some tested specimens showed reduced capacity and premature failure due to peeling and debonding of the CFRP from the steel. Various experimental investigations are suggested for future work to further validate and update the design equations. From the experimental studies, it has been observed that there is significant increase in strength due to CFRP strengthening. � 2013 Elsevier Ltd.
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 Proposal for design rules of axially loaded CFRP strengthened cold formed lipped channel steel sections
title_short Proposal for design rules of axially loaded CFRP strengthened cold formed lipped channel steel sections
title_full Proposal for design rules of axially loaded CFRP strengthened cold formed lipped channel steel sections
title_fullStr Proposal for design rules of axially loaded CFRP strengthened cold formed lipped channel steel sections
title_full_unstemmed Proposal for design rules of axially loaded CFRP strengthened cold formed lipped channel steel sections
title_sort proposal for design rules of axially loaded cfrp strengthened cold formed lipped channel steel sections
publishDate 2023
_version_ 1806427752914485248
score 13.214268