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《Concrete》 2008-01
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Study on the flexural bearing capacity of polypropylene fiber reinforced ferroconcrete slabs

ZHU Jiang1,2,ZHAO Guo-fan2,LI Shi-en1 (1.Faculty of Construction,Guangdong University of Technology,Guangzhou 510006,China; 2.State Key Lab of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China)  
A total of 96 specimens of polypropylene fiber reinforced ferroconcrete(PFOC) divided into 32 groups were investigated in the flexural test.The flexural bearing capacity of polypropylene fiber reinforced ferroconcrete slabs in different stage of cracks was analyzed.Based on the experimental data,the formula for calculating the bending capacity of polypropylene fiber reinforced ferroconcrete slabs is also proposed.A floor structure of polypropylene fiber reinforced ferroconcrete slab is compared with the floor structure of reinforced concrete slab.
【CateGory Index】: TU528.572
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