混凝土劈裂拉伸测试方法及性能研究进展

doi:10.11896/cldb.20010003

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Abstract As the most common civil engineering material, the tensile property of concrete has a significant impact on the mechanical properties and crack resistance of engineering structures. Compared with uniaxial tensile and bending tensile test, as an indirect test method, splitting tensile test is the simplest and most commonly used test method and has attracted great attention. This study mainly focuses on the concrete mate-rials such as ordinary portland concrete (OPC), fiber reinforced concrete (FRC), high strength concrete (HSC), reactive powder concrete (RPC) and ultra-high performance concrete (UHPC). This study summarizes the research progress about experimental methods and the numerical simulation methods of splitting tensile properties. Then the influences of loading band width, specimen size, loading rates and notch mode on the test methods of splitting tensile properties are discussed. The results show that there exists obvious size effect on the splitting tensile strength, and the loading band width and loading rate have influence on the its values. The experimental mechanism and methods of different notch modes are discussed respectively and their applicability are also compared. Finally, the relationship between the splitting tensile properties and other mechanical properties are further studied, and a certain range of application is proposed to provide scientific guidance for the research and application of the splitting tensile properties in the future.

Key words： splitting tensile test concrete tensile mechanical property notch splitting test strength

Published: 19 January 2021

CLC number:

TQ172

Fund:This work was financially supported by the National Key Research and Development Program of China (2018YFC0705400).

About author:: Yong Huang received his B. S. degree in engineering from the Nanchang University in 2017. He is currently a postgraduate student at the College of Civil Enginee-ring, Hunan University under the supervision of Prof. Caijun Shi. His main research direction is the mechanical properties of ultra-high performance concrete.
Caijun Shi is currently a chair professor of College of Civil Engineering, Hunan University and China Academy of Building Materials, the second National “Thousand People Plan” Specially-invited Expert, Hunan appointed expert , vice chairman of Asian Concrete Federation, doctoral supervisor, China Building Materials Science Research distinguished professor, doctoral tutor, academy. He is an editor-in-chief of Journal of Sustainable Cement-based Materials, co-editor of Journal of Ceramics in Modern Technologies, associate editor of Journal of Mate-rials in Civil Engineering and Journal of Chinese Ceramic Society, and an editorial board member of Cement and Concrete Research , Cement and Concrete Composites, Construction and Building Materials, Materials Review and Journal of Building Materials.His research interests include characterization and utilization of industrial by-products and waste materials, design and testing of cement and concrete materials, development and evaluation of cement additives and concrete admixtures, and solid and hazardous waste management. He has authored/coauthored more than 320 technical papers, seven English books, three Chinese books and edited/co-edited six international conference proceedings. In recognizing his contributions to researches in waste management and concrete technology, he was elected as a fellow of International Energy Foundation in 2001, a fellow of American Concrete Institute in 2007,and a fellow of RILEM in 2016.

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Cite this article:

HUANG Yong,SHI Caijun,OUYANG Xue, et al. Research Progress on Splitting Tensile Test Methods and Mechanical Properties of Concrete[J]. Materials Reports, 2021, 35(1): 1131-1140.

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http://www.mater-rep.com/EN/10.11896/cldb.20010003 OR http://www.mater-rep.com/EN/Y2021/V35/I1/1131

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