Partially connnected steel-concrete composite plate girders
A method to predict the bending behavior and load carrying capacity of steel-concrete composite plate girders with partial shear connection under different load condition is presented. Based on curvature compatibility principle, the analytical solutions were performed by incorporating the degree of...
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| Format: | Article |
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Fakulti Kejuruteraan ,UKM,Bangi.
2011
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| Online Access: | http://journalarticle.ukm.my/4717/ |
| _version_ | 1848810610257559552 |
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| author | Mohd Yazmil Md Yatim, Nandivaram E.Shanmugam, Wan Hamidon Wan Badaruzzaman, |
| author_facet | Mohd Yazmil Md Yatim, Nandivaram E.Shanmugam, Wan Hamidon Wan Badaruzzaman, |
| author_sort | Mohd Yazmil Md Yatim, |
| building | UKM Institutional Repository |
| collection | Online Access |
| description | A method to predict the bending behavior and load carrying capacity of steel-concrete composite plate girders with partial shear connection under different load condition is presented. Based on curvature compatibility principle, the analytical solutions were performed by incorporating the degree of coposite interaction and post-buckling strength. It is observed that the bending stiffness and ultimate load drops accordingly with decreasing degree of interaction. Accuracy of the proposed method is assesed by comparing the results with corresponding non-linear finite element analysis using LUSAS software. A satisfactorily correlation between the results has been observed. |
| first_indexed | 2025-11-14T23:33:14Z |
| format | Article |
| id | oai:generic.eprints.org:4717 |
| institution | Universiti Kebangasaan Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-14T23:33:14Z |
| publishDate | 2011 |
| publisher | Fakulti Kejuruteraan ,UKM,Bangi. |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | oai:generic.eprints.org:47172012-05-17T08:28:02Z http://journalarticle.ukm.my/4717/ Partially connnected steel-concrete composite plate girders Mohd Yazmil Md Yatim, Nandivaram E.Shanmugam, Wan Hamidon Wan Badaruzzaman, A method to predict the bending behavior and load carrying capacity of steel-concrete composite plate girders with partial shear connection under different load condition is presented. Based on curvature compatibility principle, the analytical solutions were performed by incorporating the degree of coposite interaction and post-buckling strength. It is observed that the bending stiffness and ultimate load drops accordingly with decreasing degree of interaction. Accuracy of the proposed method is assesed by comparing the results with corresponding non-linear finite element analysis using LUSAS software. A satisfactorily correlation between the results has been observed. Fakulti Kejuruteraan ,UKM,Bangi. 2011 Article PeerReviewed Mohd Yazmil Md Yatim, and Nandivaram E.Shanmugam, and Wan Hamidon Wan Badaruzzaman, (2011) Partially connnected steel-concrete composite plate girders. Jurnal Kejuruteraan , 23 . pp. 1-10. ISSN 0128-0198 http://www.ukm.my/jkukm/index.php/jkukm |
| spellingShingle | Mohd Yazmil Md Yatim, Nandivaram E.Shanmugam, Wan Hamidon Wan Badaruzzaman, Partially connnected steel-concrete composite plate girders |
| title | Partially connnected steel-concrete composite plate girders |
| title_full | Partially connnected steel-concrete composite plate girders |
| title_fullStr | Partially connnected steel-concrete composite plate girders |
| title_full_unstemmed | Partially connnected steel-concrete composite plate girders |
| title_short | Partially connnected steel-concrete composite plate girders |
| title_sort | partially connnected steel-concrete composite plate girders |
| url | http://journalarticle.ukm.my/4717/ http://journalarticle.ukm.my/4717/ |