Axially loaded steel columns strengthened with CFRP

During the recent decades, Carbon Fiber-Reinforced Polymer (CFRP) composite materials have proven valuable properties and suitability to be used in the construction of new buildings and in upgrading the existing ones. The objective of this paper is to review the previous work in this area and compar...

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Main Authors: Kalavagunta S., Naganathan S., Mustapha K.N.B.
Other Authors: 55695387900
Format: Article
Published: Jordan University of Science and Technology 2023
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author Kalavagunta S.
Naganathan S.
Mustapha K.N.B.
author2 55695387900
author_facet 55695387900
Kalavagunta S.
Naganathan S.
Mustapha K.N.B.
author_sort Kalavagunta S.
building UNITEN Library
collection Institutional Repository
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
continent Asia
country Malaysia
description During the recent decades, Carbon Fiber-Reinforced Polymer (CFRP) composite materials have proven valuable properties and suitability to be used in the construction of new buildings and in upgrading the existing ones. The objective of this paper is to review the previous work in this area and compare it with the current experimental results to show the design equations for CFRP strengthened steel structural elements. Research findings have shown that CFRP sheets and strips are not only effective in restoring the lost capacity of a damaged steel section, but are also quite effective in strengthening of steel sections to resist higher loads, extend their fatigue life and reduce crack propagation. © 2014 JUST. All Rights Reserved.
format Article
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institution Universiti Tenaga Nasional
publishDate 2023
publisher Jordan University of Science and Technology
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spelling my.uniten.dspace-221852023-05-16T10:48:13Z Axially loaded steel columns strengthened with CFRP Kalavagunta S. Naganathan S. Mustapha K.N.B. 55695387900 30267872100 26032672000 During the recent decades, Carbon Fiber-Reinforced Polymer (CFRP) composite materials have proven valuable properties and suitability to be used in the construction of new buildings and in upgrading the existing ones. The objective of this paper is to review the previous work in this area and compare it with the current experimental results to show the design equations for CFRP strengthened steel structural elements. Research findings have shown that CFRP sheets and strips are not only effective in restoring the lost capacity of a damaged steel section, but are also quite effective in strengthening of steel sections to resist higher loads, extend their fatigue life and reduce crack propagation. © 2014 JUST. All Rights Reserved. Final 2023-05-16T02:48:13Z 2023-05-16T02:48:13Z 2014 Article 10.14525/jjce.8.1.2629 2-s2.0-84891332855 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84891332855&doi=10.14525%2fjjce.8.1.2629&partnerID=40&md5=fe5f84d3a9ed0534f6ea67fbb497508a https://irepository.uniten.edu.my/handle/123456789/22185 8 1 58 69 All Open Access, Green Jordan University of Science and Technology Scopus
spellingShingle Kalavagunta S.
Naganathan S.
Mustapha K.N.B.
Axially loaded steel columns strengthened with CFRP
title Axially loaded steel columns strengthened with CFRP
title_full Axially loaded steel columns strengthened with CFRP
title_fullStr Axially loaded steel columns strengthened with CFRP
title_full_unstemmed Axially loaded steel columns strengthened with CFRP
title_short Axially loaded steel columns strengthened with CFRP
title_sort axially loaded steel columns strengthened with cfrp
url_provider http://dspace.uniten.edu.my/