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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Main Authors:	Mohd Yazmil Md Yatim, Nandivaram E.Shanmugam, Wan Hamidon Wan Badaruzzaman
Format:	Article
Published:	Fakulti Kejuruteraan ,UKM,Bangi. 2011
Online Access:	http://journalarticle.ukm.my/4717/ http://journalarticle.ukm.my/4717/

id	ukm-4717
recordtype	eprints
spelling	ukm-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
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Kebangasaan Malaysia
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.
format	Article
author	Mohd Yazmil Md Yatim, Nandivaram E.Shanmugam, Wan Hamidon Wan Badaruzzaman,
spellingShingle	Mohd Yazmil Md Yatim, Nandivaram E.Shanmugam, Wan Hamidon Wan Badaruzzaman, Partially connnected steel-concrete composite plate girders
author_facet	Mohd Yazmil Md Yatim, Nandivaram E.Shanmugam, Wan Hamidon Wan Badaruzzaman,
author_sort	Mohd Yazmil Md Yatim,
title	Partially connnected steel-concrete composite plate girders
title_short	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_sort	partially connnected steel-concrete composite plate girders
publisher	Fakulti Kejuruteraan ,UKM,Bangi.
publishDate	2011
url	http://journalarticle.ukm.my/4717/ http://journalarticle.ukm.my/4717/
first_indexed	2023-09-18T19:42:19Z
last_indexed	2023-09-18T19:42:19Z
_version_	1777405672070053888

Partially connnected steel-concrete composite plate girders

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