Experiment Study on Dynamic Impact Properties of Coral Aggregate Seawater Concrete
YUE Chengjun1, YU Hongfa1, MA Haiyan1, ZHANG Yan2, MEI Qiquan1, DA Bo1
1 Department of Civil Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016 2 Department of Construction Engineering, Nanjing Institute of Technology, Nanjing 210009
Abstract: The impact strength and toughness of coral aggregate seawater concrete (CASC) were improved by adding sisal fibers and using basic magnesium sulfate cement (BMSC).The CASC was subjected to dynamic impact compression properties using the Φ75 mm split Hopkinson pressure bar (SHPB) to obtain impact compression properties at four strain rates. The result show that CASC has obvious strain rate hardening effect . When the strain rate is in the range of 56—137 s-1, the basic magnesium sulfate cement and sisal fiber is 1.19 times to 1.29 times the DIF of ordinary Portland cement CASC. Both sisal fiber and BMSC have toughening properties for CASC. After comprehensive application, the toughness index increases by 2.24 times, 1.86 times, 1.35 times and 1.18 times, respectively. After adding sisal fiber (the content is 3 kg/m3) or using BMSC, the impact resistance of CASC is enhanced, and the comprehensive application is better than using one of them alone.
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