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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Format: | Article |
Language: | English |
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Wiley
2016-01-01
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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. |
format | Article |
id | doaj-art-401977bd465f418bbfe0c87039258e7c |
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 |