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The behaviour of concrete filled thin walled steel column under concentric load / Clotilda Petrus and Joe Davylyn Nyuin

Concrete filled steel tube (CFT) column is a structural system with excellent characteristics structurally and economically as compared to other types of column system. The enhancement of CFT structural behaviour is contributed by the confinement effect provided by the steel tubes to the concrete co...

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Main Authors: Petrus, Clotilda, Nyuin, Joe Davylyn
Format: Research Reports
Language:English
Published: 2009
Subjects:
Structural engineering
Structural analysis. Theory of structures
Static loading conditions
Specific structural forms, analysis, and design
Steel beams
Online Access:http://ir.uitm.edu.my/id/eprint/39951/1/39951.PDF
http://ir.uitm.edu.my/id/eprint/39951/
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spelling my.uitm.ir.399512021-01-08T02:11:25Z http://ir.uitm.edu.my/id/eprint/39951/ The behaviour of concrete filled thin walled steel column under concentric load / Clotilda Petrus and Joe Davylyn Nyuin Petrus, Clotilda Nyuin, Joe Davylyn Structural engineering Structural analysis. Theory of structures Static loading conditions Specific structural forms, analysis, and design Steel beams Concrete filled steel tube (CFT) column is a structural system with excellent characteristics structurally and economically as compared to other types of column system. The enhancement of CFT structural behaviour is contributed by the confinement effect provided by the steel tubes to the concrete core. The confinement effect is very effective in circular cross-section as compared to rectangular or square cross-sections. Therefore, stiffening measures are normally employed when square or rectangular tubes are used, especially for thin walled steel section. This study was looking at the potential of utilizing concrete filled square thin walled steel section with a newly proposed stiffening system as structural composite column. The effectiveness of the proposed stiffening system in terms of strength and ductility was studied experimentally on 47 numbers of short CFT columns, when subjected to axial concentric load. The stiffness rigidity, different cross-section shape and different loading conditions are the main parameters studied in this project. The stiffening system was observed to contribute largely to the load bearing capacity of concrete filled thin walled steel short column. The effect of increasing the stiffness rigidity has a significant influence in square specimens but only moderate effect on octagonal specimens. It was also found that the highest ultimate strength obtained when the CFT column was loaded on entire sections. Generally, the proposed stiffening method can improve the ultimate strength capacity of concrete filled thin walled tubes provided the stiffeners are adequately designed. 2009-12 Research Reports NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/39951/1/39951.PDF Petrus, Clotilda and Nyuin, Joe Davylyn (2009) The behaviour of concrete filled thin walled steel column under concentric load / Clotilda Petrus and Joe Davylyn Nyuin. [Research Reports] (Unpublished)
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
topic Structural engineering
Structural analysis. Theory of structures
Static loading conditions
Specific structural forms, analysis, and design
Steel beams
spellingShingle Structural engineering
Structural analysis. Theory of structures
Static loading conditions
Specific structural forms, analysis, and design
Steel beams
Petrus, Clotilda
Nyuin, Joe Davylyn
The behaviour of concrete filled thin walled steel column under concentric load / Clotilda Petrus and Joe Davylyn Nyuin
description Concrete filled steel tube (CFT) column is a structural system with excellent characteristics structurally and economically as compared to other types of column system. The enhancement of CFT structural behaviour is contributed by the confinement effect provided by the steel tubes to the concrete core. The confinement effect is very effective in circular cross-section as compared to rectangular or square cross-sections. Therefore, stiffening measures are normally employed when square or rectangular tubes are used, especially for thin walled steel section. This study was looking at the potential of utilizing concrete filled square thin walled steel section with a newly proposed stiffening system as structural composite column. The effectiveness of the proposed stiffening system in terms of strength and ductility was studied experimentally on 47 numbers of short CFT columns, when subjected to axial concentric load. The stiffness rigidity, different cross-section shape and different loading conditions are the main parameters studied in this project. The stiffening system was observed to contribute largely to the load bearing capacity of concrete filled thin walled steel short column. The effect of increasing the stiffness rigidity has a significant influence in square specimens but only moderate effect on octagonal specimens. It was also found that the highest ultimate strength obtained when the CFT column was loaded on entire sections. Generally, the proposed stiffening method can improve the ultimate strength capacity of concrete filled thin walled tubes provided the stiffeners are adequately designed.
format Research Reports
author Petrus, Clotilda
Nyuin, Joe Davylyn
author_facet Petrus, Clotilda
Nyuin, Joe Davylyn
author_sort Petrus, Clotilda
title The behaviour of concrete filled thin walled steel column under concentric load / Clotilda Petrus and Joe Davylyn Nyuin
title_short The behaviour of concrete filled thin walled steel column under concentric load / Clotilda Petrus and Joe Davylyn Nyuin
title_full The behaviour of concrete filled thin walled steel column under concentric load / Clotilda Petrus and Joe Davylyn Nyuin
title_fullStr The behaviour of concrete filled thin walled steel column under concentric load / Clotilda Petrus and Joe Davylyn Nyuin
title_full_unstemmed The behaviour of concrete filled thin walled steel column under concentric load / Clotilda Petrus and Joe Davylyn Nyuin
title_sort behaviour of concrete filled thin walled steel column under concentric load / clotilda petrus and joe davylyn nyuin
publishDate 2009
url http://ir.uitm.edu.my/id/eprint/39951/1/39951.PDF
http://ir.uitm.edu.my/id/eprint/39951/
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score 13.211869

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