Partially connnected steel-concrete composite plate girders

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

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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.

Item Type:Article
Keywords:composite plate girders; partial interaction; ultimate load; slip.
Journal:Jurnal Kejuruteraan
ID Code:4717
Deposited By: Mr Azam
Deposited On:16 May 2012 04:28
Last Modified:17 May 2012 08:28

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