混凝土劈裂拉伸测试方法及性能研究进展

doi:10.11896/cldb.20010003

材料导报

2021, Vol. 35

Issue (1): 1131-1140 https://doi.org/10.11896/cldb.20010003

无机非金属及其复合材料

混凝土劈裂拉伸测试方法及性能研究进展

黄勇, 史才军, 欧阳雪, 张超慧, 史金华, 吴泽媚

湖南大学土木工程学院,绿色先进土木工程材料及应用技术湖南省重点实验室,长沙 410082

Research Progress on Splitting Tensile Test Methods and Mechanical Properties of Concrete

HUANG Yong, SHI Caijun, OUYANG Xue, ZHANG Chaohui, SHI Jinhua, WU Zemei

Key Laboratory for Green and Advanced Civil Engineering Materials and Application Technology of Hunan Province, College of Civil Engineering, Hunan University, Changsha 410082, China

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摘要凝土作为最常见的土木工程材料,其抗拉性能对工程结构的受力性能和抗裂能力具有重要影响。相较于单轴拉伸试验和弯曲拉伸试验,劈裂拉伸试验作为一种抗拉强度间接测试方法,因其测试方法简单、便于使用,且测试结果与单轴拉伸强度更为接近,而广泛用于混凝土抗拉强度测试中,受到国内外学者的极大关注。由于混凝土材料种类较多,本文主要针对普通混凝土(Ordinary Portland concrete, OPC)、纤维增强混凝土(Fiber reinforced concrete, FRC)、高强混凝土(High strength concrete, HSC)、活性粉末混凝土(Reactive powder concrete, RPC)和超高性能混凝土(Ultra-high performance concrete, UHPC)等混凝土材料进行研究。针对混凝土劈裂拉伸性能的研究方法,本文从实验方法和数值模拟两个角度综述了其研究进展。此外,探讨了加载带宽度、试件尺寸、加载速率、缺口模式等因素对混凝土劈裂拉伸性能测试方法的影响,发现劈裂拉伸试验具有明显的尺寸效应并且加载带宽度和加载速率对劈裂拉伸强度有所影响;分别论述了不同缺口模式的实验原理和方法并对比了各缺口模式的适用情况。最后,进一步探讨了劈裂拉伸性能与抗拉、抗压力学性能的相互关系,并提出一定的适用范围,为今后混凝土的劈裂拉伸性能的研究应用提供科学指导。

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关键词: 劈裂拉伸测试混凝土拉伸力学性能带缺口劈拉强度

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

出版日期: 2021-01-10 发布日期: 2021-01-19

ZTFLH:

TQ172

基金资助: 国家重点研发计划(2018YFC0705400)

作者简介: 黄勇,2017年毕业于南昌大学,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UHPC力学性能。
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》及《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:

黄勇, 史才军, 欧阳雪, 张超慧, 史金华, 吴泽媚. 混凝土劈裂拉伸测试方法及性能研究进展[J]. 材料导报, 2021, 35(1): 1131-1140.
HUANG Yong, SHI Caijun, OUYANG Xue, ZHANG Chaohui, SHI Jinhua, WU Zemei. Research Progress on Splitting Tensile Test Methods and Mechanical Properties of Concrete. Materials Reports, 2021, 35(1): 1131-1140.

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

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