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FRP-混凝土-钢双壁空心桥墩分析及设计方法研究
引用本文:陈光明,陆奕辰,谢攀,滕锦光,余涛,向宇,成彤,李召兵,胡福南,刘伟楠.FRP-混凝土-钢双壁空心桥墩分析及设计方法研究[J].中国公路学报,2022,35(2):12-38.
作者姓名:陈光明  陆奕辰  谢攀  滕锦光  余涛  向宇  成彤  李召兵  胡福南  刘伟楠
作者单位:1. 华南理工大学 亚热带建筑科学国家重点实验室, 广东 广州 510641;2. 华南农业大学 水利与土木工程学院, 广东 广州 510642;3. 香港理工大学 土木及环境工程学系, 香港 999077;4. 广州市城建规划设计院有限公司, 广东 广州 510230
基金项目:“十三五”国家重点研发项目(2017YFC0703004);国家自然科学基金项目(51978281,51778246); 广东省现代土木工程技术重点实验室开放基金项目(2021B1212040003)
摘    要:纤维增强复合材料(FRP)是一种高强、轻质、耐腐蚀的高性能材料.FRP-混凝土-钢双壁空心组合构件是由香港理工大学滕锦光教授发明的一种新型组合构件,由外侧的FRP管、内侧的钢管及混凝土夹心层组成,具有建造方便(FRP管与钢管可作为浇筑混凝土的模板)、耐腐蚀性能优、抗震性能好等一系列优点.自2004年被提出以来,学术界已...

关 键 词:桥梁工程  FRP-混凝土-钢双壁空心柱  非线性结构分析  组合结构  纤维模型  二阶效应
收稿时间:2021-12-18

Analysis and Design Methods for FRP-concrete-steel Double-skin Tubular Bridge Piers
CHEN Guang-ming,LU Yi-chen,XIE Pan,TENG Jin-guang,YU Tao,XIANG Yu,CHENG Tong,LI Zhao-bing,HU Fu-nan,LIU Wei-nan.Analysis and Design Methods for FRP-concrete-steel Double-skin Tubular Bridge Piers[J].China Journal of Highway and Transport,2022,35(2):12-38.
Authors:CHEN Guang-ming  LU Yi-chen  XIE Pan  TENG Jin-guang  YU Tao  XIANG Yu  CHENG Tong  LI Zhao-bing  HU Fu-nan  LIU Wei-nan
Institution:1. State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 510641, Guangdong, China;2. College of Water Conservancy and Civil Engineering, South China Agricultural University, Guangzhou 510642, Guangdong, China;3. Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong 999077, China;4. Guangzhou Urban Construction Planning & Design Co. Ltd., Guangzhou 510230, Guangdong, China
Abstract:Fiber-reinforced-polymer (FRP) composites are a class of high-performance materials that is strong, lightweight and corrosion-resistant. FRP-concrete-steel double-skin tubular members (DSTMs) are a new type of hybrid structural members invented by Prof. Teng Jin-guang of The Hong Kong Polytechnic University. DSTMs consist of an outer FRP tube, an inner steel tube and a layer of concrete sandwiched between them. Their advantages include ease of construction (e.g., the FRP tube and the steel tube serve as the stay-in-place formwork for concrete), superb corrosion resistance and excellent seismic resistance. Since the first publication of the concept of DSTMs in 2004, extensive research, including both experimental and theoretical studies, has been carried out. As a result, a good understanding of the structural behavior of DSTMs has been established, leading to design provisions in a national standard of China (GB50608-2020), but the practical implementation of DSTMs has not yet been reported to date. Against the above background, this paper presents a study on their analysis and design issues in connection with the first practical implementation of DSTMs as bridge piers recently completed by the authors' team. A nonlinear analysis method based on the fiber model for section analysis was employed to carry out in-depth investigations on a number of significant issues such as design methods for the ultimate limit state and the serviceability limit state. Furthermore, the detailing of joints (between a DSTM bridge pier and the foundation, as well as between a DSTM pier and the bridge superstructure) is examined, and a comparison of construction cost between the DSTM bridge piers and other types of bridge piers is presented. The design principles and methods, as well as areas needing further research, are summarized towards the end of the paper, which provides a valuable basis for future research on and application of DSTMs.
Keywords:bridge engineering  FRP-concrete-steel double-skin tubular column (DSTC)  nonlinear analysis of structure  hybrid structure  fiber model  second-order effect  
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