Enhancing Stability of Thin-Walled Short Steel Channel Using CFRP under Eccentric Compression

This paper presents the experimental and analytical results of eccentrically loaded short cold-formed thin-wall steel channels strengthened with transversely oriented carbon fiber reinforced polymer (CFRP) strips around their web and flange. Seven specimens, each 750 mm long, were fabricated; the ma...

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Main Authors: Hongyuan Tang, Canjun Wang, Ruijiao Wang
Format: Article
Language:English
Published: Wiley 2016-01-01
Series:International Journal of Polymer Science
Online Access:http://dx.doi.org/10.1155/2016/2790385
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author Hongyuan Tang
Canjun Wang
Ruijiao Wang
author_facet Hongyuan Tang
Canjun Wang
Ruijiao Wang
author_sort Hongyuan Tang
collection DOAJ
description This paper presents the experimental and analytical results of eccentrically loaded short cold-formed thin-wall steel channels strengthened with transversely oriented carbon fiber reinforced polymer (CFRP) strips around their web and flange. Seven specimens, each 750 mm long, were fabricated; the main parameters were the number of CFRP plies (one or two) and the space between the CFRP strips (50, 100, or 150 mm). The application of the CFRP strips results in increases in ultimate load capacity and, with the exception of the most heavily reinforced (2 plies at 50 and 100 mm), local buckling was observed prior to global buckling. To extend and better understand the experimental work, a companion analytical study was conducted. Comparisons between experimental observations and computed results show that the analyses provided good correlation to actual behavior. In addition, the numerical results explained the observed phenomenon that flange local buckling was constrained to regions between the CFRP strips.
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institution Kabale University
issn 1687-9422
1687-9430
language English
publishDate 2016-01-01
publisher Wiley
record_format Article
series International Journal of Polymer Science
spelling doaj-art-401977bd465f418bbfe0c87039258e7c2025-02-03T01:26:45ZengWileyInternational Journal of Polymer Science1687-94221687-94302016-01-01201610.1155/2016/27903852790385Enhancing Stability of Thin-Walled Short Steel Channel Using CFRP under Eccentric CompressionHongyuan Tang0Canjun Wang1Ruijiao Wang2College of Architecture and Civil Engineering, Xihua University, Chengdu, ChinaState Grid Neijiang Electric Power Supply Company, Neijiang, ChinaCollege of Architecture and Civil Engineering, Xihua University, Chengdu, ChinaThis paper presents the experimental and analytical results of eccentrically loaded short cold-formed thin-wall steel channels strengthened with transversely oriented carbon fiber reinforced polymer (CFRP) strips around their web and flange. Seven specimens, each 750 mm long, were fabricated; the main parameters were the number of CFRP plies (one or two) and the space between the CFRP strips (50, 100, or 150 mm). The application of the CFRP strips results in increases in ultimate load capacity and, with the exception of the most heavily reinforced (2 plies at 50 and 100 mm), local buckling was observed prior to global buckling. To extend and better understand the experimental work, a companion analytical study was conducted. Comparisons between experimental observations and computed results show that the analyses provided good correlation to actual behavior. In addition, the numerical results explained the observed phenomenon that flange local buckling was constrained to regions between the CFRP strips.http://dx.doi.org/10.1155/2016/2790385
spellingShingle Hongyuan Tang
Canjun Wang
Ruijiao Wang
Enhancing Stability of Thin-Walled Short Steel Channel Using CFRP under Eccentric Compression
International Journal of Polymer Science
title Enhancing Stability of Thin-Walled Short Steel Channel Using CFRP under Eccentric Compression
title_full Enhancing Stability of Thin-Walled Short Steel Channel Using CFRP under Eccentric Compression
title_fullStr Enhancing Stability of Thin-Walled Short Steel Channel Using CFRP under Eccentric Compression
title_full_unstemmed Enhancing Stability of Thin-Walled Short Steel Channel Using CFRP under Eccentric Compression
title_short Enhancing Stability of Thin-Walled Short Steel Channel Using CFRP under Eccentric Compression
title_sort enhancing stability of thin walled short steel channel using cfrp under eccentric compression
url http://dx.doi.org/10.1155/2016/2790385
work_keys_str_mv AT hongyuantang enhancingstabilityofthinwalledshortsteelchannelusingcfrpundereccentriccompression
AT canjunwang enhancingstabilityofthinwalledshortsteelchannelusingcfrpundereccentriccompression
AT ruijiaowang enhancingstabilityofthinwalledshortsteelchannelusingcfrpundereccentriccompression