@inproceedings{1898c99d7e7e41779adccb39ff003b0c,
title = "General Effect of Internal Span of U-shaped Stud on UHPC-NC Interfacial Failure Load",
abstract = "To improve the durability design level of the foundation bearing platform for offshore fixed wind power, Ultra-high performance concrete (UHPC) is used as a non-demolding membrane shell system, and a high-performance composite concrete bearing platform structure is formed with on-site pouring of core concrete. The interface performance between the prefabricated UHPC membrane shell and the post cast core concrete has become an important aspect of the overall integrity of the high-performance composite concrete bearing platform. The use of interface shear key design to improve interface integrity is necessary for improving the overall stress of the bearing platform structure. The objective of this study is to assess the effect of the internal span on the shear behavior at the junction of UHPC and normal concrete (NC).",
keywords = "FEM, Shear capacity, U-shaped stud, UHPC-NC interface",
author = "Zhongchong Wu and Dayong Liu and Xiangguo Wu and Yun Zhang and Chengen Wu and Lanri Lin and Jing Zhong and Hongbing Zhu and Ruiquan Zhou and Xianhui You",
note = "Publisher Copyright: {\textcopyright} The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd. 2025.; 9th International Conference on Civil Engineering and Materials Science, ICCEMS 2024 ; Conference date: 03-07-2024 Through 05-07-2024",
year = "2025",
doi = "10.1007/978-981-96-1574-2\_8",
language = "英语",
isbn = "9789819615735",
series = "Lecture Notes in Civil Engineering",
publisher = "Springer Science and Business Media Deutschland GmbH",
pages = "75--81",
editor = "Zongjin Li and Paulo Mendon{\c c}a",
booktitle = "Proceedings of the 9th International Conference on Civil Engineering and Materials Science - ICCEMS 2024",
address = "德国",
}