Experimental investigation on cold-formed steel beams under pure bending
This paper presents the flexural behaviour of cold-formed double lipped channels beams under pure bending action. Two channel sections are bolted back-to-back to form an I-shape structural beam member. A series of six experiment tests were carried out on beam specimens DC200 and DC250, each with 200...
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| Format: | Article |
| Language: | English |
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Penerbit UTM Press, Universiti Teknologi Malaysia
2012
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| Online Access: | http://eprints.utm.my/32678/1/TanCherSiang2012_ExperimentalInvestigationonColdFormedSteel.pdf |
| _version_ | 1796857040700702720 |
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| author | Lee, Yeong Huei Lee, Yee Ling Tan, Cher Siang |
| author_facet | Lee, Yeong Huei Lee, Yee Ling Tan, Cher Siang |
| author_sort | Lee, Yeong Huei |
| collection | ePrints |
| description | This paper presents the flexural behaviour of cold-formed double lipped channels beams under pure bending action. Two channel sections are bolted back-to-back to form an I-shape structural beam member. A series of six experiment tests were carried out on beam specimens DC200 and DC250, each with 200 mm depth and 250 mm depth respectively. The thickness of beam section is 2 mm and the design yield strength is 350 N/mm2. All beams failed at local buckling at top-flange due to lateral instability of the cold-formed steel structural members. The moment resistance for DC200 is 17.87 kNm and DC250 is 31.53 kNm. The experimental results are compared to theoretical resistance prediction based on British Standard and Eurocode. The comparison showed that the experimental moment capacity is lower than the theoretical bending moment resistance but higher than theoretical buckling moment resistance from Eurocode. This showed that a better agreement is achieved between experimental data and Eurocode buckling moment resistance for cold-formed steel beam under pure bending. |
| first_indexed | 2024-03-05T18:51:51Z |
| format | Article |
| id | utm.eprints-32678 |
| institution | Universiti Teknologi Malaysia - ePrints |
| language | English |
| last_indexed | 2024-03-05T18:51:51Z |
| publishDate | 2012 |
| publisher | Penerbit UTM Press, Universiti Teknologi Malaysia |
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| spelling | utm.eprints-326782019-01-31T11:30:18Z http://eprints.utm.my/32678/ Experimental investigation on cold-formed steel beams under pure bending Lee, Yeong Huei Lee, Yee Ling Tan, Cher Siang TA Engineering (General). Civil engineering (General) This paper presents the flexural behaviour of cold-formed double lipped channels beams under pure bending action. Two channel sections are bolted back-to-back to form an I-shape structural beam member. A series of six experiment tests were carried out on beam specimens DC200 and DC250, each with 200 mm depth and 250 mm depth respectively. The thickness of beam section is 2 mm and the design yield strength is 350 N/mm2. All beams failed at local buckling at top-flange due to lateral instability of the cold-formed steel structural members. The moment resistance for DC200 is 17.87 kNm and DC250 is 31.53 kNm. The experimental results are compared to theoretical resistance prediction based on British Standard and Eurocode. The comparison showed that the experimental moment capacity is lower than the theoretical bending moment resistance but higher than theoretical buckling moment resistance from Eurocode. This showed that a better agreement is achieved between experimental data and Eurocode buckling moment resistance for cold-formed steel beam under pure bending. Penerbit UTM Press, Universiti Teknologi Malaysia 2012-04 Article PeerReviewed application/pdf en http://eprints.utm.my/32678/1/TanCherSiang2012_ExperimentalInvestigationonColdFormedSteel.pdf Lee, Yeong Huei and Lee, Yee Ling and Tan, Cher Siang (2012) Experimental investigation on cold-formed steel beams under pure bending. Jurnal Teknologi, 58 . pp. 13-20. ISSN 127-9696 (Print); 2180-3722 (Electronic) https://dx.doi.org/10.11113/jt.v58.1257 DOI:10.11113/jt.v58.1257 |
| spellingShingle | TA Engineering (General). Civil engineering (General) Lee, Yeong Huei Lee, Yee Ling Tan, Cher Siang Experimental investigation on cold-formed steel beams under pure bending |
| title | Experimental investigation on cold-formed steel beams under pure bending |
| title_full | Experimental investigation on cold-formed steel beams under pure bending |
| title_fullStr | Experimental investigation on cold-formed steel beams under pure bending |
| title_full_unstemmed | Experimental investigation on cold-formed steel beams under pure bending |
| title_short | Experimental investigation on cold-formed steel beams under pure bending |
| title_sort | experimental investigation on cold formed steel beams under pure bending |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://eprints.utm.my/32678/1/TanCherSiang2012_ExperimentalInvestigationonColdFormedSteel.pdf |
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