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Published: Građevinar 67 (2015) 3
Paper type: Preliminary report
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Experimental studies on corrugated steel-concrete composite slab

Hajer Satih Abbas, Suhaimi Abu Bakar, Mohammad Ahmadi, Zaiton Haron

Abstract

Composite deck slabs are composed of normal concrete and corrugated steel sheet. The strength of composite slabs is governed by shear interaction between the concrete and the steel deck. This interaction depends on several factors and no relationship criteria can be found for interaction property from analytical basis. Therefore, the analysis and design methods are used by means of empirical analysis. In this paper, the experimental work is conducted to develop a new scale test method by using two lines of shear connectors welded onto the corrugated plate and lateral beam, in order to increase the shear bond resistance of a composite slab.

Keywords
longitudinal failure and experimental test, composite slab, shear connector, corrugated steel plate

HOW TO CITE THIS ARTICLE:

Abbas, H. S., Bakar, S. A., Ahmadi, M., Haron, Z.: Experimental studies on corrugated steel-concrete composite slab, GRAĐEVINAR, 67 (2015) 3, pp. 225-233, doi: https://doi.org/10.14256/JCE.1112.2014

OR:

Abbas, H. S., Bakar, S. A., Ahmadi, M., Haron, Z. (2015). Experimental studies on corrugated steel-concrete composite slab, GRAĐEVINAR, 67 (3), 225-233, doi: https://doi.org/10.14256/JCE.1112.2014

LICENCE:

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Authors:
ATT 1411665937828 WEB
Hajer Satih Abbas
Uneversiti Teknologi Malaysia (UTM)
Department of civil engineering
Johor, Malaysia
Suhaimi Abu Bakar WEB
Suhaimi Abu Bakar
Universiti Teknologi Malaysia (UTM)
Faculty of Civil Engineering
Johor, Malaysi
Mohammad Ahmadi WEB
Mohammad Ahmadi
Universiti Teknologi Malaysia (UTM)
Faculty of Civil Engineering
Johor, Malaysi
Zaiton Haron WEB
Zaiton Haron
University Teknologi Malaysia
Department of Civil Engineering