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Behaviour of Cold Formed Steel Built-Up Channel Columns Strengthened Using CFRP

This paper presents experimental findings of carbon fibre reinforced polymer (CFRP) strengthened cold-formed steel built-up channels subjected to axial load. In order to sensitively detect the buckling strengths and failure modes, twenty-four built-up columns were tested in which twelve columns were...

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Main Authors: Naganathan, S., Chakravarthy, H.G.N., Anuar, N.A., Kalavagunta, S., Mustapha, K.N.B.
Format: Article
Language:English
Published: 2020
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spelling my.uniten.dspace-133192020-03-16T08:18:38Z Behaviour of Cold Formed Steel Built-Up Channel Columns Strengthened Using CFRP Naganathan, S. Chakravarthy, H.G.N. Anuar, N.A. Kalavagunta, S. Mustapha, K.N.B. This paper presents experimental findings of carbon fibre reinforced polymer (CFRP) strengthened cold-formed steel built-up channels subjected to axial load. In order to sensitively detect the buckling strengths and failure modes, twenty-four built-up columns were tested in which twelve columns were unadorned and another twelve columns were strengthened using CFRP sheets. The columns were tested for ultimate load, lateral displacement and failure modes. Tension coupon tests were conducted to determine the material properties of test specimens. The experimental results were compared with the design load calculated according to AISI S100-16 specification and are found to be in good agreement. It is established that the use of CFRP for strengthening increases the ultimate load and delays the buckling. © 2019, Korean Society of Steel Construction. 2020-02-03T03:31:48Z 2020-02-03T03:31:48Z 2019 Article 10.1007/s13296-019-00293-5 en
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/
language English
description This paper presents experimental findings of carbon fibre reinforced polymer (CFRP) strengthened cold-formed steel built-up channels subjected to axial load. In order to sensitively detect the buckling strengths and failure modes, twenty-four built-up columns were tested in which twelve columns were unadorned and another twelve columns were strengthened using CFRP sheets. The columns were tested for ultimate load, lateral displacement and failure modes. Tension coupon tests were conducted to determine the material properties of test specimens. The experimental results were compared with the design load calculated according to AISI S100-16 specification and are found to be in good agreement. It is established that the use of CFRP for strengthening increases the ultimate load and delays the buckling. © 2019, Korean Society of Steel Construction.
format Article
author Naganathan, S.
Chakravarthy, H.G.N.
Anuar, N.A.
Kalavagunta, S.
Mustapha, K.N.B.
spellingShingle Naganathan, S.
Chakravarthy, H.G.N.
Anuar, N.A.
Kalavagunta, S.
Mustapha, K.N.B.
Behaviour of Cold Formed Steel Built-Up Channel Columns Strengthened Using CFRP
author_facet Naganathan, S.
Chakravarthy, H.G.N.
Anuar, N.A.
Kalavagunta, S.
Mustapha, K.N.B.
author_sort Naganathan, S.
title Behaviour of Cold Formed Steel Built-Up Channel Columns Strengthened Using CFRP
title_short Behaviour of Cold Formed Steel Built-Up Channel Columns Strengthened Using CFRP
title_full Behaviour of Cold Formed Steel Built-Up Channel Columns Strengthened Using CFRP
title_fullStr Behaviour of Cold Formed Steel Built-Up Channel Columns Strengthened Using CFRP
title_full_unstemmed Behaviour of Cold Formed Steel Built-Up Channel Columns Strengthened Using CFRP
title_sort behaviour of cold formed steel built-up channel columns strengthened using cfrp
publishDate 2020
_version_ 1662758845705879552
score 13.214268

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