Strengthening method and structural performance of cold-formed cut-curved steel under compression

Cold-formed steel section (CFSS) is a popular material in the steel structure that has been recognised in construction work. CFSS with curved section is a new section that proposed in the CFSS and still being studied by researchers. Steel curved section, whether by using hot-rolled or cold-formed st...

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Published in:Jurnal Teknologi
Main Author: Mohd Sani M.S.H.; Muftah F.; Siang Tan C.; Md Tahir M.
Format: Article
Language:English
Published: Penerbit UTM Press 2016
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-84968919500&doi=10.11113%2fjt.v78.8518&partnerID=40&md5=f9439539af4f9231240543e44b888414
id 2-s2.0-84968919500
spelling 2-s2.0-84968919500
Mohd Sani M.S.H.; Muftah F.; Siang Tan C.; Md Tahir M.
Strengthening method and structural performance of cold-formed cut-curved steel under compression
2016
Jurnal Teknologi
78
5-Mar
10.11113/jt.v78.8518
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84968919500&doi=10.11113%2fjt.v78.8518&partnerID=40&md5=f9439539af4f9231240543e44b888414
Cold-formed steel section (CFSS) is a popular material in the steel structure that has been recognised in construction work. CFSS with curved section is a new section that proposed in the CFSS and still being studied by researchers. Steel curved section, whether by using hot-rolled or cold-formed steel become essential and significant in the design that be suited by the architectural demand. For this reason, the CFSS is recommended to provide the curve in the structure and dispute the use of the hot-rolled steel. In the study, the CFSS is curved by using a clamp, small bender and welding machine. Through this process, CFSS with cut-curved (CFSS-C) is strengthened by welding in particular location at flange and web. The CFSS-C are established into five specimens with different of welding location and added with one normal specimen (CFSS-N) as a control specimen. The CFSS is tested for the structural performance of the column specimens with the height, 1000 mm under compression load and lastly the suitable strengthens method with highest of ultimate load is selected. From the testing, CFSS-C4 is reported to decrease about 32.26 % when compared with normal specimen. © 2016 Penerbit UTM Press. All rights reserved.
Penerbit UTM Press
1279696
English
Article
All Open Access; Bronze Open Access
author Mohd Sani M.S.H.; Muftah F.; Siang Tan C.; Md Tahir M.
spellingShingle Mohd Sani M.S.H.; Muftah F.; Siang Tan C.; Md Tahir M.
Strengthening method and structural performance of cold-formed cut-curved steel under compression
author_facet Mohd Sani M.S.H.; Muftah F.; Siang Tan C.; Md Tahir M.
author_sort Mohd Sani M.S.H.; Muftah F.; Siang Tan C.; Md Tahir M.
title Strengthening method and structural performance of cold-formed cut-curved steel under compression
title_short Strengthening method and structural performance of cold-formed cut-curved steel under compression
title_full Strengthening method and structural performance of cold-formed cut-curved steel under compression
title_fullStr Strengthening method and structural performance of cold-formed cut-curved steel under compression
title_full_unstemmed Strengthening method and structural performance of cold-formed cut-curved steel under compression
title_sort Strengthening method and structural performance of cold-formed cut-curved steel under compression
publishDate 2016
container_title Jurnal Teknologi
container_volume 78
container_issue 5-Mar
doi_str_mv 10.11113/jt.v78.8518
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-84968919500&doi=10.11113%2fjt.v78.8518&partnerID=40&md5=f9439539af4f9231240543e44b888414
description Cold-formed steel section (CFSS) is a popular material in the steel structure that has been recognised in construction work. CFSS with curved section is a new section that proposed in the CFSS and still being studied by researchers. Steel curved section, whether by using hot-rolled or cold-formed steel become essential and significant in the design that be suited by the architectural demand. For this reason, the CFSS is recommended to provide the curve in the structure and dispute the use of the hot-rolled steel. In the study, the CFSS is curved by using a clamp, small bender and welding machine. Through this process, CFSS with cut-curved (CFSS-C) is strengthened by welding in particular location at flange and web. The CFSS-C are established into five specimens with different of welding location and added with one normal specimen (CFSS-N) as a control specimen. The CFSS is tested for the structural performance of the column specimens with the height, 1000 mm under compression load and lastly the suitable strengthens method with highest of ultimate load is selected. From the testing, CFSS-C4 is reported to decrease about 32.26 % when compared with normal specimen. © 2016 Penerbit UTM Press. All rights reserved.
publisher Penerbit UTM Press
issn 1279696
language English
format Article
accesstype All Open Access; Bronze Open Access
record_format scopus
collection Scopus
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