Bending Performance of Steel Fiber Reinforced Concrete Beams Based on Composite-Recycled Aggregate and Matched with 500 MPa Rebars.

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作者： Xiaoke,Li ^[1] ; Songwei,Pei ^[2] ; Kunpeng,Fan ^[1] ; Haibin,Geng ^[2] ; Fenglan,Li ^[2]

作者单位： School of Civil Engineering and Communications, North China University of Water Resources and Electric Power, Zhengzhou 450045, China. ^[1] International Joint Research Lab for Eco-building Materials and Engineering of Henan, North China University of Water Resources and Electric Power, Zhengzhou 450045, China. ^[2]

关键词 beam crack width cracking moment flexural capacity flexural ductility flexural stiffness high-strength rebar steel fiber reinforced composite-recycled aggregate concrete (SFR-CRAC)

DOI 10.3390/ma13040930

PMID 32093065

发布时间 2020-09-28

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