Feasibility of Producing Ultra-high Performance Concrete with High Elastic Modulus by Nano Alumina
CHU Hongyan1, TANG Jinhui2,*, WANG Qun1, GAO Li1, ZHAO Zhihao1
1 College of Civil Engineering, Nanjing Forestry University, Nanjing 210037, China 2 School of Materials Science and Engineering, Southeast University, Nanjing 211189, China
Abstract: Nano material has been regarded as a promising material with wide applications in cement-based materials because of its unique properties, such as small particle size, big specific surface area, and high chemical activity. Elastic modulus is one of the critical mechanics parameters of ultra-high performance concrete (UHPC). Currently, although the compressive strength of UHPC has been increased significantly, the increasing magnitude of elastic modulus of UHPC is far lower than that of compressive strength. To explore the feasibility of producing UHPC with high elastic modulus by nano alumina (NA), the initial mixture of UHPC was designed via MAA model, and the effects of different contents of NA on the fluidity, mechanical properties, and durability of UHPC were systematically studied. In addition, the influence of NA on the micro pore structure and micromechanical properties of UHPC was also investigated. It was found that, (ⅰ) the flexural strength, compressive strength, and elastic modulus of UHPC at curing age of 28 d were increased by 8.23%—16.31%, 8.04%—26.39%, 9.44%—16.55%, respectively, because of the utilization of NA; (ⅱ) the drying shrinkage and chloride-ion migration coefficient were reduced by 2.54%—13.01% and 8.21%—17.28%, respectively, due to the addition of NA; (ⅲ) the pore structure of UHPC and the elastic modulus of UHPC paste could be improved via NA; (ⅳ) the optimal content of NA was 1.0%, considering the effects of NA on the fluidity, mechanical properties, and durability of UHPC. The findings of this work are of guiding significance for the producing of UHPC with high elastic modulus.
通讯作者:
*汤金辉,东南大学材料科学与工程学院讲师、硕士研究生导师。2018年东南大学材料科学与工程专业博士毕业。目前主要从事纳米改性超高性能混凝土制备,重点研究基于水化微结构调控的混凝土基体增韧。发表论文30余篇,包括Cement and Concrete Composites、Chemical Geology、Journal of Sustainable Cement-Based Materials、《材料导报》 《土木工程学报》等。101012824@seu.edu.cn
作者简介: 褚洪岩,南京林业大学土木工程学院副教授、硕士研究生导师。2017年东南大学材料科学与工程专业博士毕业。目前主要从事高性能土木工程材料研发工作,重点研究新型核电牺牲材料和绿色超高性能水泥基材料的制备、表征及应用。发表论文40余篇,包括Cement and Concrete Composites、Construction and Building Materials、Journal of Sustai-nable Cement-Based Materials、《硅酸盐学报》 《材料导报》 《建筑材料学报》等;授权国家发明专利10余件,授权美国发明专利2件。
引用本文:
褚洪岩, 汤金辉, 王群, 高李, 赵志豪. 采用纳米氧化铝制备高弹性模量超高性能混凝土的可行性研究[J]. 材料导报, 2024, 38(5): 22110073-6.
CHU Hongyan, TANG Jinhui, WANG Qun, GAO Li, ZHAO Zhihao. Feasibility of Producing Ultra-high Performance Concrete with High Elastic Modulus by Nano Alumina. Materials Reports, 2024, 38(5): 22110073-6.
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