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Flexural performance of built-up cold-formed steel beam filled with compacted soil

Cold-formed steel is the well-liked structural materials in the construction industry and used as an alternative construction material upon the traditional material such as reinforced concrete, hot-rolled steel or timber. The purpose of compacted soil is filled into a cold formed steel section to co...

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Main Authors: Sani, M. S. H. M., Kamal, M. M., Muftah, F., Tan, C. S.
Format: Article
Language:English
Published: Asian Research Publishing Network 2016
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.utm.my/id/eprint/72220/1/FadhluhartiniMuftah2016_FlexuralPerformanceofBuiltUpColdFormed.pdf
http://eprints.utm.my/id/eprint/72220/
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84988385269&partnerID=40&md5=4de88f4b44f11e03501b46cf6733bafd
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id my.utm.72220
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spelling my.utm.722202017-11-20T08:18:52Z http://eprints.utm.my/id/eprint/72220/ Flexural performance of built-up cold-formed steel beam filled with compacted soil Sani, M. S. H. M. Kamal, M. M. Muftah, F. Tan, C. S. TA Engineering (General). Civil engineering (General) Cold-formed steel is the well-liked structural materials in the construction industry and used as an alternative construction material upon the traditional material such as reinforced concrete, hot-rolled steel or timber. The purpose of compacted soil is filled into a cold formed steel section to contribute to the environmentally friendly with reasonable strength and can also reduce production costs without concrete beams. The cold-formed steel material is selected and combined with the compacted soil to construct the beam that could increase the ultimate moment. Compacted soil from the Kaolinite group is prepared and tested to find out its properties. Two cold-formed steel channels are connected face to face to form a built-up box section, tightened with bolts and nuts. Three different bolt spacing arrangements are prepared. The main purpose of the study is to determine the ultimate load of the beam with and without compacted soil, as well as to investigate the relationship of the bolt spacing arrangement to ultimate load resistance. From the result, built-up CFS beam with compacted soil (CFSBCS) showed higher values of the ultimate moment compared to built-up CFS beam without compacted soil (CFSB). Bolt arrangement in the middle spacing influenced the overall ultimate load resistance of the beam. The ultimate load resistance reduced when the length subtraction between bolt arrangement, B and C is less. It is concluded that CFSBCS is able to achieve reasonable ultimate moment and also able to increase initial stiffness. Asian Research Publishing Network 2016 Article PeerReviewed application/pdf en http://eprints.utm.my/id/eprint/72220/1/FadhluhartiniMuftah2016_FlexuralPerformanceofBuiltUpColdFormed.pdf Sani, M. S. H. M. and Kamal, M. M. and Muftah, F. and Tan, C. S. (2016) Flexural performance of built-up cold-formed steel beam filled with compacted soil. ARPN Journal of Engineering and Applied Sciences, 11 (16). pp. 9855-9862. ISSN 1819-6608 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84988385269&partnerID=40&md5=4de88f4b44f11e03501b46cf6733bafd
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Sani, M. S. H. M.
Kamal, M. M.
Muftah, F.
Tan, C. S.
Flexural performance of built-up cold-formed steel beam filled with compacted soil
description Cold-formed steel is the well-liked structural materials in the construction industry and used as an alternative construction material upon the traditional material such as reinforced concrete, hot-rolled steel or timber. The purpose of compacted soil is filled into a cold formed steel section to contribute to the environmentally friendly with reasonable strength and can also reduce production costs without concrete beams. The cold-formed steel material is selected and combined with the compacted soil to construct the beam that could increase the ultimate moment. Compacted soil from the Kaolinite group is prepared and tested to find out its properties. Two cold-formed steel channels are connected face to face to form a built-up box section, tightened with bolts and nuts. Three different bolt spacing arrangements are prepared. The main purpose of the study is to determine the ultimate load of the beam with and without compacted soil, as well as to investigate the relationship of the bolt spacing arrangement to ultimate load resistance. From the result, built-up CFS beam with compacted soil (CFSBCS) showed higher values of the ultimate moment compared to built-up CFS beam without compacted soil (CFSB). Bolt arrangement in the middle spacing influenced the overall ultimate load resistance of the beam. The ultimate load resistance reduced when the length subtraction between bolt arrangement, B and C is less. It is concluded that CFSBCS is able to achieve reasonable ultimate moment and also able to increase initial stiffness.
format Article
author Sani, M. S. H. M.
Kamal, M. M.
Muftah, F.
Tan, C. S.
author_facet Sani, M. S. H. M.
Kamal, M. M.
Muftah, F.
Tan, C. S.
author_sort Sani, M. S. H. M.
title Flexural performance of built-up cold-formed steel beam filled with compacted soil
title_short Flexural performance of built-up cold-formed steel beam filled with compacted soil
title_full Flexural performance of built-up cold-formed steel beam filled with compacted soil
title_fullStr Flexural performance of built-up cold-formed steel beam filled with compacted soil
title_full_unstemmed Flexural performance of built-up cold-formed steel beam filled with compacted soil
title_sort flexural performance of built-up cold-formed steel beam filled with compacted soil
publisher Asian Research Publishing Network
publishDate 2016
url http://eprints.utm.my/id/eprint/72220/1/FadhluhartiniMuftah2016_FlexuralPerformanceofBuiltUpColdFormed.pdf
http://eprints.utm.my/id/eprint/72220/
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84988385269&partnerID=40&md5=4de88f4b44f11e03501b46cf6733bafd
_version_ 1643656384372277248
score 13.211869

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