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《Concrete》 2007-12
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Experimental investigation on bengding of steel fiber reinforced prestressed concrete slab

HOU Jie1,CHENG He-ming1,WANG Shi-yue1,TIAN Fang2(1.Kunming University of Science and Technology,Kunming 650093,China;2.Quzhou College,Quzhou 324000,China)  
Bending characterastics of steel fiber reinforced prestressed concrete slab(SFRPCS) with different steel fiber volume ratio(0,1%,2%) were investigated by designing loading device and displacement transducer.The load-deflection curve at the middle of SFRPCS was obtained,which shows that the development of deflection can be divided into three-stage,and the bending toughness of slab with steel fiber is increased a lot.The bending strength of SFRPCS is calculated according to equivalent cross section method.
【Fund】: 国家自然科学基金项目(90510018)
【CateGory Index】: TU378.5
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【References】
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1 XU Cheng-xiang,MA Jin-jun (School of Urban Construction,Yangtze University,Jingzhou 434023,China);Experimental study on mechanical behavior of prestressed steel fiber reinforced concrete hollow slab[J];Concrete;2010-05
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 YANG Yong,MEI Ming-rong,WANG Shan-shan,REN Qing-wen(College of Civil Engineering,Hohai University,Nanjing 210024,China);Experiment on Early Thermal Performance of Pier-Wall Steel-Fiber Concrete Structure[J];Journal of Yangtze River Scientific Research Institute;2007-01
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【Co-references】
Chinese Journal Full-text Database 1 Hits
1 WANG jun1,DU Shu-ting1,2(1.Department of City & Environment,Xuchang university,Xuchang 461000,China;2.School of Architecture & Civil Engineering,China University of Mining and Technology,Xuzhou 221008,China);Experimental study and analysis on structural performance of the prestressed concrete hollow slabs with the height of 120mm[J];Concrete;2007-02
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