Research Progress on Multi-scale Design and Blast-resistant Properties of Ultra-high Performance Cementitious Composites
MA Yanxuan1, LI Mengyao1, ZHU Pengfei1, XU Yaqian1, YU Xia1, PENG Shuai2, ZHANG Peng1, ZHANG Yingrui1, WANG Jinhua1
1 School of Civil Engineering, Qingdao University of Technology, Qingdao 266033, China 2 Wudongde Project Construction Department, China Three Gorges Projects Development Co.,Ltd., Kunming 650000, China
Abstract: UHPCC are a new type of cementitious composite materials with ultra-high strength, toughness and durability as well as good volume stability. UHPCC have broad prospects for applications in the fields of ultra-high buildings, bridges, tunnels, offshore platforms, nuclear reactor containment and military protection engineering due to their excellent mechanical properties and durability. In recent years, accidental explosion accidents and terrorist explosion attacks have occurred frequently at home and abroad. Many buildings and protection engineering are facing the impact of strong dynamic loads such as explosions. However, most existing building structures cannot withstand the impact of blast loads completely, and it is extremely urgent to reduce the blast risk of building structures to an acceptable level. At present, most of the protective engineering materials are ordinary strength (C30—C50) grade concrete or ordinary fibre reinforced concrete, and the anti-blast ability is generally weak. Therefore, research on the UHPCC with high strength levels and good blast-resistant properties has gradually become a hot spot in protective engineering materials. Based on the basic characteristics analysis of blast phenomenon and building destruction, combined with the research on the anti-blast principle of the cementitious composites, this article focuses on the fine/micro-structure design of fibre-, nacre- and gradient concrete, as well as macro-structure design such as explosion venting structure and property objectives, and the research progress of multi-scale structure design and blast-resistant properties of the UHPCC is mainly reviewed. The structural damage status and destruction mechanism of the UHPCC under the action of explosive are described. Finally, the existing problems in the research of anti-blast UHPCC are further discussed, and their development trends are prospected.
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2021, Vol. 35 
