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材料导报  2019, Vol. 33 Issue (16): 2697-2703    https://doi.org/10.11896/cldb.18070094
  无机非金属及其复合材料 |
全珊瑚海水混凝土动态冲击性能试验研究
岳承军1, 余红发1,, 麻海燕1, 章艳2, 梅其泉1, 达波1
1 南京航空航天大学土木工程系,南京 210016
2 南京工程学院建筑工程学院,南京 210009
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
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摘要 通过掺加剑麻纤维和使用碱式硫酸镁水泥(Basic magnesium sulfate cement,BMSC)两种方法提高全珊瑚海水混凝土(Coral aggregate seawater concrete,CASC)的冲击强度和韧性。试验采用直径为75 mm的分离式霍普金森压杆(Split Hopkinson pressure bar,SHPB)得到CASC在四个应变率下的冲击压缩力学性能。结果表明:CASC具有明显的应变率硬化效应,当应变率在56~137 s-1范围内时,综合应用碱式硫酸镁水泥和剑麻纤维的CASC的动态增强因子(DIF)是普通硅酸盐水泥CASC的1.19~1.29倍;剑麻纤维和BMSC对CASC均具有增韧作用,综合应用两者后在四个应变率下CASC的韧性指数分别提高了2.24倍、1.86倍、1.35倍、1.18倍;在掺加剑麻纤维(含量3 kg/m3)或使用BMSC后,CASC的冲击抗裂性能均有增强,综合应用剑麻纤维和BMSC比单独使用其中一种增强效果更佳。
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岳承军
余红发
麻海燕
章艳
梅其泉
达波
关键词:  全珊瑚海水混凝土(CASC)  霍普金森压杆(SHPB)  剑麻纤维  碱式硫酸镁水泥(BMSC)  应变率效应  动态增强因子(DIF)    
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.
Key words:  coral aggregate seawater concretel (CASC)    split Hopkinson pressure bar (SHPB)    sisal fibers    basic magnesium sulfate cement(BMSC)    strain rate effect    dynamic increase factor (DIF)
                    发布日期:  2019-07-12
ZTFLH:  TU528  
基金资助: 国家自然科学基金(51508272;51678304);江苏省自然科学基金(SBK2018041341);中国博士后科学基金(2018M630558)
作者简介:  岳承军,南京航空航天大学航空宇航学院土木工程系硕士研究生,主要研究珊瑚混凝土静态及动态冲击力学性能及数值模拟。
余红发,南京航空航天大学航空宇航学院道路与铁道工程专业教授,博士研究生导师。他的研究方向为高性能路面材料与护坡绿化混凝土,机场跑道快速修补技术,高性能混凝土材料、结构耐久性与寿命预测,混凝土道面材料在高速冲击、爆炸作用下的动态力学响应,桥隧结构状态评估、维护与加固技术。
引用本文:    
岳承军, 余红发, 麻海燕, 章艳, 梅其泉, 达波. 全珊瑚海水混凝土动态冲击性能试验研究[J]. 材料导报, 2019, 33(16): 2697-2703.
YUE Chengjun, YU Hongfa, MA Haiyan, ZHANG Yan, MEI Qiquan, DA Bo. Experiment Study on Dynamic Impact Properties of Coral Aggregate Seawater Concrete. Materials Reports, 2019, 33(16): 2697-2703.
链接本文:  
http://www.mater-rep.com/CN/10.11896/cldb.18070094  或          http://www.mater-rep.com/CN/Y2019/V33/I16/2697
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