Tests on Mechanical Properties and Anti-Explosion Performance of Steel-Fiber Reactive Powder Concrete

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Abstract:

In order to get mechanical properties and anti-explosion capability parameters, some RPC samples with 5% steel fiber are tested, many groups data were obtained such as compressive strength, shear strength and fracture toughness. The model tests are also carried out on RPC shelter plate under contact explosion, the most important parameter to express anti-explosion capability,i.e. compression coefficient of the material, is obtained by above experiments and theory study, the results of tests show RPC with steel fiber has very high strength and anti-explosion capability, its compressive strength and anti-explosion capability are about six and three times higher than those of C30 concrete respectively.

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Periodical:

Advanced Materials Research (Volumes 368-373)

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436-440

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Online since:

October 2011

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] ZENG Jian-xian,WU Yan-hai,LIN Qing. Researches on the compressive mechanics properties of steel fiber RPC. Journal of fuzhou university,2005,31(s) 132-137.(In Chinese)

Google Scholar

[2] LAI jian-zhong, SUN Wei, LIU Sifeng,et al. Effect of steel fiber on improving compressive strength of RPC. China Concrete and Cement Products,2002,21(5):41-43.(In Chinese)

Google Scholar

[3] WANG Zhengyu, CHEN Songlai, YUAN Jie,et a1. Advance fo research and application on reactive powder concrete[J].Concrete,2003,(11):39-41.(In Chinese)

Google Scholar

[4] XIAO Yan-ni, BI Ya-jun, LIU Ming, et a1. Anti-penetration performance of reactive powder concrete reinforced with steel-wire-net.Journal of PLA University of Science and Technology,2008,9(1):57-61(In Chinese)

Google Scholar

[5] WANG Yao-ming,DUAN Ji-xiang,WANG De-rong,et a1. Test on antifragment ability of ultra-high reactive powder concrete blast-door. Journal of PLA University of Science and Technology,2010,11(3):296-299(In Chinese)

Google Scholar

[6] WU Xu-tao,HU Shi-sheng,CHEN De-xing,et a1. Impact compression experiment of steel fiber reinforced high strength concrete[J].Explosion and Shock Waves,2005,25(2):125-131.(In Chinese)

Google Scholar

[7] Richard P and Cheyrezy M. Reactive Powder Concretes with High Ductility and 200-800 MPa Compressive Strength[J].ACI SP.,1994,144(24): 507-518.

DOI: 10.14359/4536

Google Scholar

[8] An Ming-zhe,Zhang LI-ju,Yi Quan-xin.Size effect on compressive strength of PRC [J].Journal of China University of Nining&Teehnology,2008,(2):279-282.(In Chinese)

Google Scholar

[9] WANG De-rong,DAI Ming,LI Jie,et a1.Failure effect of steel-fiber reactive power concrete(RPC) shelter plate under contact explosion. Explosion and shock waves,2008,28(1)67-74.(In Chinese)

Google Scholar