Abstract: Ultra-high performance concrete (UHPC) is a new type of cement matrix composite material with ultra-high strength, ultra-high toughness, ultra-high resistance and excellent durability. Since Canada has built the first ultra-high performance concrete pedestrian bridge, ultra-high performance concrete is increasingly used in bridge engineering. With the development of large-scale infrastructure and the improvement of construction level in China, ultra-high performance concrete will have more and more extensive application prospects in ultra-high-rise buildings, long-span bridges, offshore oil platforms, nuclear reactor containment shells and military protection projects. UHPC, which is used in bridge engineering, nuclear power engineering and military engineering, is often subjected to dynamic impact loads such as impact, vibration, impact, blast and projectile penetration in addition to conventional loads. The current research shows that UHPC materials show significantly different effects from conventional static and quasi-static materials under dynamic impact load. The dynamic research of ultra-high performance concrete needs to solve two major problems: (1) high strain rate test conditions and devi-ces — the research of dynamic mechanical properties is related to strain rate, the higher the strain rate, the more stringent the test conditions required;(2) dynamic impact constitutive model — numerical simulation is a very useful auxiliary means for the implementation of difficult or expensive tests. However, the process of strong load impacting concrete material is very intense, and there are many coupling factors to be considered, so the accurate selection of the model has become a major problem in numerical simulation. In recent years, in order to meet the requirements of UHPC dynamic performance test, researchers have developed a new type of dynamic test equipment with wider strain rate range and more comprehensive loading mode based on traditional dynamic test equipment. This new type of equipment not only provides a wider range of dynamic test for UHPC, but also guarantees the accuracy of dynamic test. In terms of theoretical research, researchers obtained the dynamic constitutive model of UHPC through large-scale experiments, and conducted numerical simulation of the impact and explosion process by combining LS-DYNA software. These mathematical models will guarantee the accuracy of dynamic simulation and have great reference value. This paper studies the dynamic performance test equipment and materials UHPC dynamic mechanical performance were reviewed in two aspects, the dynamic performance test equipment mainly includes hydraulic press, drop hammer, Hopkinson bar, penetration test system, explosion and other test system in six aspects, the system introduces the test principle and equipment composition, analysis, it concludes the equipment in the application of dynamic performance test of UHPC. The dynamic mechanical properties of UHPC include impact compression, impact tensile, laminar fracture, penetration and explosion. The influences of raw materials, mix ratio, strain rate and other factors on various properties and the changing laws of dynamic properties are comprehensively introduced. It is expected that this paper can provide reference ideas for future UHPC dynamic performance test methods and test results analysis.
作者简介: 张文华,南京林业大学土木工程学院,建筑工程系,副教授,硕士生导师。2013年毕业于东南大学,获工学博士学位。现为中国硅酸盐学会固废分会青年委员会委员,RILEM(国际材料与结构研究实验联合会)会员,国际期刊Construction and Building Materials,Science and Engineering of Composites Materials审稿人。主要研究方向为超高性能混凝土动态力学行为。zhangwenhua2009@163.com
引用本文:
张文华, 刘鹏宇, 吕毓静. 超高性能混凝土动态力学性能研究进[J]. 材料导报, 2019, 33(19): 3257-3271.
ZHANG Wenhua, LIU Pengyu, LYU Yujing. Dynamic Mechanical Property of UHPCs: a Review. Materials Reports, 2019, 33(19): 3257-3271.
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2019, Vol. 33 
