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http://dx.doi.org/10.7781/kjoss.2013.25.1.025

An Experimental Study on the Flexural Behavior for the Slabs using the Suspending Deck plate  

Bae, Kyu Woong (Korea Institute of Construction Technology)
Lee, Sang Sup (Korea Institute of Construction Technology)
Park, Keum Sung (Korea Institute of Construction Technology)
Publication Information
Journal of Korean Society of Steel Construction / v.25, no.1, 2013 , pp. 25-34 More about this Journal
Abstract
The purpose of the this paper is experimentally to investigate flexural behavior of slabs with suspending the deck plate. The main experimental parameters are the depth and thickness of the deck plate, slab span, rebar and support conditions. Total number of six specimens were tested and manufactured in slabs under vertical load. Based on the results of the test, the flexural behavior for slabs is determined according to the vertical deformation of the slabs, regardless of the main experimental parameters. Bending rebar reinforcement in the rib cross-section specimens can be evaluated significantly higher initial stiffness, crack stiffness and flexural strength. Result of the comparison of the theory value appeared to be fairly well matched to average 1.05.
Keywords
deck plate; suspending shape; deck depth; slabs; flexural performance;
Citations & Related Records
Times Cited By KSCI : 3  (Citation Analysis)
연도 인용수 순위
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