Compressive Elastic Modulus of Ultra-high Performance Concrete: a Review
SHI Jinhua, SHI Caijun, OUYANG Xue, LIU Jianhui, HUANG Yong, WU Zemei
Key Laboratory for Greenand Advanced Civil Engineering Materials and Application Technology of Hunan Province, College of Civil Engineering, Hunan University, Changsha 410082, China
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.
作者简介: 史金华,2017年毕业于广西大学,获得工学学士学位。现为湖南大学土木工程学院硕士研究生,在史才军教授的指导下进行研究。目前主要研究领域为超高性能混凝土。 史才军,国家第二批《千人计划》特聘专家、湖南省特聘专家、亚洲混凝土联合会副主席、湖南大学985工程创新平台首席科学家、特聘教授、博士生导师,中国建筑材料科学研究总院特聘教授、博士生导师,Taylor and Francis 学术期刊Journal of Sustainable Cement-based Materials创刊主编,Journal of Ceramics in Modern Technologies共同主编、中国硅酸盐学会会刊《硅酸盐学报》副主编,Elsevier著名学术期刊Cement and Concrete Research和Cement and Concrete Composites、Construction and Buil-ding Materials、Taylor & Francis学术期刊Journal of Structural Integrity and Maintenance、西班牙Materiales de Construccion、《材料导报》《建筑材料学报》《重庆交通大学学报》《中国水泥》等期刊编委。在水泥和混凝土材料的设计、测试、耐久性、智能防渗漏材料及废物的利用和处置方面做了广泛深入的研究工作,发表高水平学术论文300余篇。出版英文著作7部,中文著作3部,合编国际会议英文论文集6本。2014年获湖南省“潇湘友谊”奖。2015—2017年“建设与建造”领域中国高被引学者,2016年全球土木工程领域高被引学者,2001年、2007年和2016年分别当选为国际能源研究会、美国混凝土学会及国际材料与结构联合会的会士(Fellow)。
引用本文:
史金华, 史才军, 欧阳雪, 刘剑辉, 黄勇, 吴泽媚. 超高性能混凝土受压弹性模量研究进展[J]. 材料导报, 2021, 35(3): 3067-3075.
SHI Jinhua, SHI Caijun, OUYANG Xue, LIU Jianhui, HUANG Yong, WU Zemei. Compressive Elastic Modulus of Ultra-high Performance Concrete: a Review. Materials Reports, 2021, 35(3): 3067-3075.
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