Behaviour of composite beam with trapezoid web profiled steel section in sub-assemblage frame
The objective of this paper is to present the behaviour of composite beam using Trapezoid Web Profiled (TWP) steel section by determining the moment resistance and the deflection of the beam with composite and non-composite connections. The TWP steel section is a built up section where the flange is...
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my.utm.447552017-09-05T08:26:05Z http://eprints.utm.my/id/eprint/44755/ Behaviour of composite beam with trapezoid web profiled steel section in sub-assemblage frame Saggaff, Anis Md.Tahir, Mahmood Sulaiman, Arizu Poi, Ngian Shek Cher, Siang Tan Beng, Ahmad Hong Kueh TA Engineering (General). Civil engineering (General) The objective of this paper is to present the behaviour of composite beam using Trapezoid Web Profiled (TWP) steel section by determining the moment resistance and the deflection of the beam with composite and non-composite connections. The TWP steel section is a built up section where the flange is of S355 steel section and the corrugated web of S275 steel section. Three full scales testing setting-up as sub-assemblage frame have been carried out. It was concluded that the use of composite connection and extended end-plate has reduced significantly the deflection and has significantly increased the loading capacity of composite beam. Trans Tech Publications 2011 Article PeerReviewed Saggaff, Anis and Md.Tahir, Mahmood and Sulaiman, Arizu and Poi, Ngian Shek and Cher, Siang Tan and Beng, Ahmad Hong Kueh (2011) Behaviour of composite beam with trapezoid web profiled steel section in sub-assemblage frame. Advanced Materials Research, 250-25 . pp. 1271-1274. ISSN 1022-6680 |
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TA Engineering (General). Civil engineering (General) Saggaff, Anis Md.Tahir, Mahmood Sulaiman, Arizu Poi, Ngian Shek Cher, Siang Tan Beng, Ahmad Hong Kueh Behaviour of composite beam with trapezoid web profiled steel section in sub-assemblage frame |
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The objective of this paper is to present the behaviour of composite beam using Trapezoid Web Profiled (TWP) steel section by determining the moment resistance and the deflection of the beam with composite and non-composite connections. The TWP steel section is a built up section where the flange is of S355 steel section and the corrugated web of S275 steel section. Three full scales testing setting-up as sub-assemblage frame have been carried out. It was concluded that the use of composite connection and extended end-plate has reduced significantly the deflection and has significantly increased the loading capacity of composite beam. |
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Article |
author |
Saggaff, Anis Md.Tahir, Mahmood Sulaiman, Arizu Poi, Ngian Shek Cher, Siang Tan Beng, Ahmad Hong Kueh |
author_facet |
Saggaff, Anis Md.Tahir, Mahmood Sulaiman, Arizu Poi, Ngian Shek Cher, Siang Tan Beng, Ahmad Hong Kueh |
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Saggaff, Anis |
title |
Behaviour of composite beam with trapezoid web profiled steel section in sub-assemblage frame |
title_short |
Behaviour of composite beam with trapezoid web profiled steel section in sub-assemblage frame |
title_full |
Behaviour of composite beam with trapezoid web profiled steel section in sub-assemblage frame |
title_fullStr |
Behaviour of composite beam with trapezoid web profiled steel section in sub-assemblage frame |
title_full_unstemmed |
Behaviour of composite beam with trapezoid web profiled steel section in sub-assemblage frame |
title_sort |
behaviour of composite beam with trapezoid web profiled steel section in sub-assemblage frame |
publisher |
Trans Tech Publications |
publishDate |
2011 |
url |
http://eprints.utm.my/id/eprint/44755/ |
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1643651535517777920 |
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13.211869 |