A Review of the Research on the Fatigue Properties of Ultra-high Strength Cement-based Grouting Materials
SHA Jianfang1,2, XIA Zhongsheng1,2,*, LIU Jianzhong1,2, GUO Fei1,2, XU Haiyuan1,2
1 State Key Laboratory of High Performance Civil Engineering Materials, Nanjing 210008, China; 2 Jiangsu Sobute New Materials Co. Ltd., Nanjing 211103, China
Abstract: Offshore wind power is an important part of the development of clean energy in the future, and the wind turbine foundation is one of the key points of offshore wind farm construction. The foundation of offshore fan is mostly connected by grouting, and the upper and lower parts of the foundation are formed into a stress structure by pouring ultra-high strength cement-based grout into the inner and outer steel cylinders. In the long service life of the fan, the grouting connection section will bear up to 100 million times axial and bending moment load effects, and the fatigue problem is more prominent. As an important part of grouting connection, grouting material’s fatigue performance is an important performance index to evaluate the bearing capacity of grouting connection. Ultra-high strength cement-based grouting materials and high strength concrete all belong to the category of cement-based materials, which have common points in fatigue damage mechanism. The fatigue damage and ultimate failure mechanism of water mud based materials under uniaxial constant amplitude fatigue load is a hot topic in this field. However, as a new type of building material, the research on the fatigue performance of ultra-high strength grouting material is relatively less due to the research and development level. In recent years, the units of materials in the industry have carried out the research on the relationship between the fatigue strength and fatigue life of related products. Based on the brand products in the industry, relevant universities have successively carried out the research on the static and fatigue performance of different structural forms of grouting connection sections, and have also made some achievements. However, the influence factors and damage mechanism of ultra-high strength grouting materials are still blank. For concrete materials used in engineering, researchers have carried out a relatively complete study on fatigue performance, including fatigue damage and ultimate failure mechanism under repeated load, fatigue performance under uniaxial and multiaxial compression, tension, bending tension and composite load, test methods, influencing factors and mechanism, etc. Due to the influence of test equipment, conditions, environment and other factors, the results show diversity and discreteness. In the aspect of ultra-high strength grouting materials, the researchers focus on the fatigue performance acquisition, performance prediction and the research of the fatigue performance of the grouting joint under different service conditions, and form the relevant specifications for the fatigue performance calculation of grouting materials in offshore wind farms. This paper reviews the relevant progress of domestic and foreign scholars in the fatigue performance and damage mechanism of concrete and grouting materials, and draws the research experience of the fatigue performance of concrete, in order to provide guidance and reference for the fatigue performance research of ultra-high strength grouting materials. It also expounds the commonly used fatigue life prediction model of concrete, and makes parameter interpretation and adaptability analysis on the fatigue calculation model of grouting material in offshore wind farm in DNV-GL series of specifications, so as to promote the relevant practitioners and researchers to further understand the fatigue properties of ultra-high strength grouting materials.
沙建芳, 夏中升, 刘建忠, 郭飞, 徐海源. 超高强水泥基灌浆材料疲劳性能研究综述[J]. 材料导报, 2021, 35(11): 11013-11026.
SHA Jianfang, XIA Zhongsheng, LIU Jianzhong, GUO Fei, XU Haiyuan. A Review of the Research on the Fatigue Properties of Ultra-high Strength Cement-based Grouting Materials. Materials Reports, 2021, 35(11): 11013-11026.
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