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同济大学土木工程学院桥梁工程系导师教师师资介绍简介-李方元
本站小编 Free考研考试/2021-01-10
教授 博导
男,1972.10,湖北鄂州人。
发表有学术论文180余篇,拥有发明和实用新型专利30余项。主编和参编国家规范、地方和行业规范5项。获得省部级、地方和行业科技奖励5项。
Dr. Fangyuan LI, Professor
Room 707, Bridge Hall, Tongji University,
No. 1239 Siping Road, 200092 Shanghai, China
Phone number: +86-(O)
Fax number: +86-Wechat ID: **E-mail address: fyli@tongji.edu.cn
Professor of Department of Bridge Engineering, Tongji University.
Research Fellow of Tongji OVM Prestress Research Center.
He completed his Bachelor, Master degree in Structure and Material Engineering from China University of Mining and Technology in 1995 and 1998, and then he got his PhD degree in Bridge Engineering from Southwest Jiaotong University in 2001, followed by Post-doctoral research in Tongji University until 2004.
His research interests include design theory for bridges and buildings, prestressing technology, durability of structure, and new material of civil engineering with new construction technology. He has published about 180 papers in journals, conferences and reports, and has more than 30 patents. He is the member of several international journal’s editorial board, also is the member of CCES(Institute of China Civil Engineering), ASTM (Committee on Concrete and Concrete Aggregates, Committee on Gypsum and Related Building Materials and System). He have designed or joined in the design more than 20 bridges.
学历经历
1991.9-1995.7 中国矿业大学 工业与民用建筑专业(结构工程) 学士
1995.9-1998.7 中国矿业大学 矿山建设工程专业(建筑材料) 硕士
1998.9-2001.7 西南交通大学 桥梁、隧道及结构工程专业(桥梁工程) 博士
任职经历
2001.10-2002.4 上海市教育基建管理中心 工程
2002.4-2004.3 同济大学桥梁工程系 博士后
2007.9-2008.9 上海市虹口区城市规划管理局 副局长
2011.1-2012.1 Loughborough University 访问****
2004.3-至今 同济大学桥梁工程系
教师担任的主要课程
本科生课程
(1)混凝土结构基本原理
(2)配筋混凝土简支梁课程设计
(3)工程软件应用 (4)荷载设计原则
博士生课程
(1)桥梁结构耐久性
(2)混凝土桥梁非线性分析
研究方向和领域
新型弦索空中轨道交通运输系统开发与应用
新型建筑材料(UHPC、定向纤维、高弹性混凝土、高强轻质混凝土)与结构应用
桥梁结构3D打印材料与结构打印工艺研究
混凝土桥梁结构及预应力技术开发与应用
桥梁结构改造与维护(顶升移位、拓宽改造、加固提标)
装配式桥梁结构的设计与施工技术?桥梁轻型化快速建造技术
Research Area
New structure design and application (Pretensioned AERORail System);
Modified concrete materials (UHPC, directional fiber concrete, high-elastic concrete, high-strength lightweight concrete) and its application.
3D printing technology with concrete and construction process;
Concrete bridge design theory;
Prestressing technology and application;
Reconstruction and maintenance of bridge structures;
Design and construction techniques of fabricated bridge structures
Technology for rapid and lightweight construction of Bridges
Focus on the area
New Structure: Pretensioned AERORail System
The Pretensioned AERORail system that Prof. Li has studied from 2004 when he was post doctor and got several patents for invention. From the model scales 1:20, 1:10, 1:5 to full scale, he almost completed the basic researches before application. Now he already drove the testing car running on the AERORail.
New material: Directional Fiber Reinforced Concrete
The target of DFRC is to take full advantage of the steel fiber for structure cracking resistance, especially for the 3DP to increase the crack resistance of layers.
New technology: 3D Concrete Printing Technology in China
A large 3D concrete printer has been successfully developed according our invention patents, which can print full size components to complete relevant mechanical experiments.
有关文章
Fangyuan Li(#)(*), Wenhao Li, Shaohui Lu, and Yin Shen. Development of a Prestressing CFRP Laminate Anchorage System and Bridge Strengthening Application. Advances in Materials Science and Engineering, Article ID **, Volume 2019 (2019)
Fangyuan Li(#)(*),Wenhao Li, Yunxuan Cui, Peifeng Wu and Yin Shen. Study on load-bearing capacity of partially exposed reinforced concrete beams. Proceedings of the Institution of Civil Engineers – Structures and Buildings, (2019) https://doi.org/10.1680/jstbu.18.00051
Fangyuan Li(#)(*); Yunxuan Cui; Changyuan Cao; Peifeng Wu, Experimental study of the tensile and flexural mechanical properties of directionally distributed steel fibre-reinforced concrete, Proceedings of the Institution of Mechanical Engineers Part L: J Materials: Design and Applications, 2019.6, 2018
Fang-yuan Li(#)(*);Liu-Yang Li; Yan Dang; Pei-Feng Wu, Study of the Effect of Fibre Orientation on Artificially Directed Steel Fibre-Reinforced Concrete, Advances in Materials Science and Engineering, 2018.3.5, 2018: 1~11
Fangyuan Li(#)(*), Chengyuan Cao, Yunxuan Cui, and Peifeng Wu. Experimental Study of the Basic Mechanical Properties of Directionally Distributed Steel Fibre-Reinforced Concrete. Advances in Materials Science and Engineering. DOI:10.1155/2018/** (2018)
H. Tian, W. Chang andFangyuan Li (*), Development of Standard Fatigue Vehicle Force Models Based on Actual Traffic Data by Weigh-In-Motion, Journal of Testing and Evaluation, 2017
Fangyuan Li(#)(*), Wenya Ye, A parameter sensitivity analysis of the effect of rebar corrosion on the stress field in the surrounding concrete, Advances in Materials Science and Engineering. 2017 (8
Fangyuan Li (#)(*); Shen, Yin, Full-scale test of the hydration heat and the curing method of the wet joints of a precast segmental pier of a bridge, European Journal of Environmental and Civil Engineering, 2015.12.14, 29(3): 348~370
Yin Shen, Shaohui Lu, and Fangyuan Li(*). An Experimental Study on Concrete Flat Slabs Prestressed with Carbon Fibre Reinforced Polymer Sheets,Advances in Materials Science and Engineering, Article ID 792320, Volume 2015 (2015)
Hao Tian, Yuanli Chen, and Fangyuan Li(*). A Novel Approach to Evaluate the Time-Variant System Reliability of Deteriorating Concrete Bridges. Mathematical Problems in Engineering Volume 2015, http://dx.doi.org/10.1155/2015/129787
Fangyuan Li (#)*, Peifeng Wu. Analysis and monitoring on jacking construction of continuous box girder bridge. Computers and Concrete, 2015, 16(1): 49-65.
Fangyuan Li(#)*, Peifeng Wu. Test study on the dynamic behaviors of the pretensioned cable AERORail structure. Journal of Central South University. 2015, 22: 2267?2276.
Fangyuan Li (#)*, Peifeng Wu, Dongjie Liu. Experimental study on the cable rigidness and static behaviors of AERORail structure. Steel and Composite Structures, 2012, 12(5): 427-444.
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