Application of component method on partial strength connections connected by thick plate between column flanges
Traditional beam connections to the minor axis of a column have relatively low strength and stiffness. A modified detail, using a plate welded between the toes of the column flange - referred to as a toe plate connection - is examined in this paper. The results of an experimental investigation for b...
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2012
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my.utm.343522017-09-06T08:19:16Z http://eprints.utm.my/id/eprint/34352/ Application of component method on partial strength connections connected by thick plate between column flanges Md. Tahir, Mahmood Juki, Irwan Ishak, Mohd. Yunus Mohammad, Shahrin Z. Awang, Abdullah TA Engineering (General). Civil engineering (General) Traditional beam connections to the minor axis of a column have relatively low strength and stiffness. A modified detail, using a plate welded between the toes of the column flange - referred to as a toe plate connection - is examined in this paper. The results of an experimental investigation for both flush and extended end-plate connections connected to a 25 mm thick end-plate are presented. The tests are complemented by finite element modelling which compares very well with the test observations. The results show a significant increase in both moment resistance and initial stiffness for this connection detail compared with connections made directly to the column web. This offers the prospect of more optimal solutions taking advantage of partial strength frame design for the minor axis as well as major axis. 2012 Conference or Workshop Item PeerReviewed Md. Tahir, Mahmood and Juki, Irwan and Ishak, Mohd. Yunus and Mohammad, Shahrin and Z. Awang, Abdullah (2012) Application of component method on partial strength connections connected by thick plate between column flanges. In: Conference. |
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Universiti Teknologi Malaysia |
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UTM Library |
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Institutional Repository |
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Malaysia |
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Universiti Teknologi Malaysia |
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| topic |
TA Engineering (General). Civil engineering (General) |
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TA Engineering (General). Civil engineering (General) Md. Tahir, Mahmood Juki, Irwan Ishak, Mohd. Yunus Mohammad, Shahrin Z. Awang, Abdullah Application of component method on partial strength connections connected by thick plate between column flanges |
| description |
Traditional beam connections to the minor axis of a column have relatively low strength and stiffness. A modified detail, using a plate welded between the toes of the column flange - referred to as a toe plate connection - is examined in this paper. The results of an experimental investigation for both flush and extended end-plate connections connected to a 25 mm thick end-plate are presented. The tests are complemented by finite element modelling which compares very well with the test observations. The results show a significant increase in both moment resistance and initial stiffness for this connection detail compared with connections made directly to the column web. This offers the prospect of more optimal solutions taking advantage of partial strength frame design for the minor axis as well as major axis. |
| format |
Conference or Workshop Item |
| author |
Md. Tahir, Mahmood Juki, Irwan Ishak, Mohd. Yunus Mohammad, Shahrin Z. Awang, Abdullah |
| author_facet |
Md. Tahir, Mahmood Juki, Irwan Ishak, Mohd. Yunus Mohammad, Shahrin Z. Awang, Abdullah |
| author_sort |
Md. Tahir, Mahmood |
| title |
Application of component method on partial strength connections connected by thick plate between column flanges |
| title_short |
Application of component method on partial strength connections connected by thick plate between column flanges |
| title_full |
Application of component method on partial strength connections connected by thick plate between column flanges |
| title_fullStr |
Application of component method on partial strength connections connected by thick plate between column flanges |
| title_full_unstemmed |
Application of component method on partial strength connections connected by thick plate between column flanges |
| title_sort |
application of component method on partial strength connections connected by thick plate between column flanges |
| publishDate |
2012 |
| url |
http://eprints.utm.my/id/eprint/34352/ |
| _version_ |
1643649564415098880 |
| score |
13.250246 |