Experimental Study on Bond Behavior of Profiled Steel Sheet-Lightweight Aggregate Concrete Composite Slab

Abstract:

At present, there are much more researches on the ordinary concrete composite slab, and that on the lightweight aggregate concrete composite slab are relatively less. In this paper, the shear-bond behavior of lightweight aggregate concrete composite slab, with the profiled steel sheet YX-76-344-688, which is commonly used in China is studied. Base on experiments, the cracks developing process and its regularities of distribution, the bonding and slipping between profiled sheeting and concrete, the relationship of load and mid-span deflection, ultimate bearing capacity etc. are studied.

• Periodical: Advanced Materials Research (Volumes 594-597)
• Pages: 721-724
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.594-597.721
• Online since: November 2012
• Authors: Yan Kun Zhang, Yan Xiao Han, Ze Zao Song
• Keywords: Bond Behavior, Composite Slab, Lightweight Aggregate, Profiled Steel Sheet

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