超高性能混凝土受压弹性模量研究进展

doi:10.11896/cldb.20010126

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Abstract Elastic modulus is an important mechanical parameter for measuring the stiffness of concrete members and structural design in engineering. Ultra-high performance concrete is a new type composite material with high strength, high toughness and excellent durability, and its elastic modulus is 40—60 GPa. A deep understanding on UHPC's high elastic modulus is beneficial to the application of UHPC in engineering.
Currently, the elastic modulus of UHPC can be obtained in the following ways: axial compression deformation test; calculated by the multi-scale model and homogeneity theory based on the micro-elastic properties by the nanoindentation test; evaluated by the relationship between the compressive strength or the dynamic elastic modulus and the static elastic modulus. However, the accuracy of these methods and their differences from each other cannot be evaluated correctly. Further, due to the diversification of UHPC's raw materials, mix design and curing system, its hydrations and microstructure are more complex, and it would further affect the macro-elastic modulus.
In the view of elastic modulus of UHPC, this study summarizes the test methods, influencing factors and the relationship between compressive strength and elastic modulus based on the literature survey. Finally, the correlation relationships between elastic modulus and compressive strength are further explored in combination of existing relevant literatures. Corresponding expressions for different strength rangesare proposed, which would provide a support for the application of UHPC in the engineering.

Key words： ultra-high performance concrete (UHPC) elastic modulus material composition curing system compressive strength

Published: 19 February 2021

CLC number:

TU528

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

About author:: Jinhua Shi received her B.E. degree in civil enginee-ring from Guangxi University in 2017. She is currently pursuing her M.E. degree at the College of Civil Engineering, Hunan University under the supervision of Prof. Caijun Shi. Her research has focused on 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 Fede-ration, 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, the country’s second batch of “Thousand Talents Program” special experts, Hunan Province special experts, the Asian Concrete Federation Vice President, Hunan University 985 Engineering Innovation Platform Chief Scientist, Distinguished Professor, Doctoral Supervisor, China Building Materials Science Research Distinguished professor, doctoral tutor.

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Cite this article:

SHI Jinhua,SHI Caijun,OUYANG Xue, et al. Compressive Elastic Modulus of Ultra-high Performance Concrete: a Review[J]. Materials Reports, 2021, 35(3): 3067-3075.

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http://www.mater-rep.com/EN/10.11896/cldb.20010126 OR http://www.mater-rep.com/EN/Y2021/V35/I3/3067

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