| INORGANIC MATERIALS AND CERAMIC MATRIX COMPOSITES |
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| Review of Dynamic Mechanical Property of Strain-Hardening Cementitious Composite |
| GUO Weina1, ZHANG Peng1,2, BAO Jiuwen1, SUN Zhiguo3, TIAN Yupeng1, ZHAO Kaiyue1, ZHAO Tiejun1,2
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1 College of Civil Engineering, Qingdao University of Technology, Qingdao 266033, China
2 Cooperative Innovation Center of Engineering Construction and Safety in Shandong Blue Economic Zone, Qingdao University of Technology, Qingdao 266033, China
3 School of Civil Engineering, Institute of Disaster Prevention, Beijing 101601, China |
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Abstract Strain-hardening cementitious composites (SHCC) is generally accepted as high ductile cementitious composites. It shows superiority in practical applications including structure repair and modification, strengthening unreinforced masonry wall and reinforced concrete beams, etc. A detailed study on the dynamic properties of SHCC is beneficial to its wide application in anti-impact or anti-blast structures.
The theoretical analysis and experimental research regarding the static properties of SHCC with various matrix and fiber types had acquired fruitful results. The research on its dynamic properties mainly considers the effect such as strain rate, fiber type and matrix composition. However, there still lacks comprehensive understanding on the dynamic performance of SHCC when taking factors of high, ultra-high strain rate, confinements into consideration.
The recent research results indicate that SHCC exhibits manifest strain rate effect. Its stress and fracture energy as the strain rate increase when dynamic loading was applied. Further research shows that the impact energy dissipation capacity of SHCC can be significantly improved by adding fly ash and other wastes to improve the adhesion between fiber and matrix.
This paper systematically summarizes the research status of SHCC dynamic performance by domestic and foreign scholars and reviews the principle, composition, advantages and disadvantages of SHCC test equipment. At the same time, the application of different dynamic test equipment in the research of SHCC dynamic performance is further elaborated. Then the dynamic tensile, compression and penetration properties of SHCC are summarized, and the influence of strain rate, fiber type and matrix composition on the development of SHCC dynamic performance research are discussed, which is intended to provide certain suggestions and directions for the theoretical analysis and experimental research of SHCC dynamic performance in the future.
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Published: 26 September 2021
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| Fund:National Natural Science Foundation of China (U1706222, 51922052, 51778309), Natural Science Foundation of Shandong Province (ZR2018JL018),Open Research Fund Program of State key Laboratory of Hydroscience and Engineering (SKLHSE-2019-C-04). |
About author:: Weina Guoreceived her M.S. degree in applied engineering from Shandong University of Science and Technology in 2016. She is currently pursuing her Ph.D. in the School of Civil Engineering, Qingdao University of Technology under the supervision of Prof. Peng Zhang. Her research has focused on the self-healing and dynamic properties of SHCC.
Peng Zhangis currently a full professor and vice dean of the School of Civil Engineering in Qingdao University of Technology. He was born in Weifang, Shandong, China in 1981. He received the B.S. and M.S. degrees in civil engineering from the Qingdao University of Technology, Qingdao, respectively in 2003 and 2006. He received the Ph.D. degree in structural engineering also from the Qingdao University of Technology in 2010. In 2012, he received the Humboldt Fellowship and worked at Karlsruhe Institute of Technology, Karlsruhe, Germany, for two years. His research interests include durability of reinforced concrete structures, hydrophobic treatment of cement-based materials, application of neutron imaging, ultra-high-performance fiber-reinforced concrete, etc. He is the deputy chair of RELIM-FTC. He is a recipient of Outstanding Youth Fund of NSFC, China. |
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