Experimental studies on corrugated steel-concrete composite slab

Građevinar

article

Hajer Satih Abbas¹  Suhaimi Abu Bakar¹  Mohammad Ahmadi¹  Zaiton Haron¹ 

[1] University Teknologi Malaysia Department of Civil Engineering

关键词: shear connector;    corrugated steel plate;    longitudinal failure and experimental test;    composite slab;   

DOI  :  10.14256/JCE.1112.2014

学科分类：社会科学、人文和艺术（综合）

来源: Hrvatsko Drustvo Gradevinskih Inzenjera

【 摘 要 】

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.

【 授权许可】

CC BY