Study on the Technical Status of Old Concrete Truss-Arch Bridge Based on Vehicle-Bridge Interaction

被引:2
|
作者
Xie, Renchao [1 ]
Li, Ming [1 ]
Xu, Chihao [1 ]
机构
[1] Suzhou Univ Sci & Technol, Coll Civil Engn, Suzhou 215000, Peoples R China
基金
中国国家自然科学基金;
关键词
LOAD;
D O I
10.1155/2022/9946957
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
With the rapid development of the country's economy, a large number of heavy vehicles are being used due to the expansion of transportation demand and increased transportation costs. For the old concrete truss-arch bridges built in the last century, the bridges may hardly meet the modern traffic volume. With respect to old bridges in poor condition, it takes more time and resources to evaluate the technical status by field load tests, and there are some safety risks. A finite element method based on vehicle-bridge coupled vibration theory was proposed for evaluating the technical status of concrete truss-arch bridges in this paper. An old concrete truss-arch bridge in the suburbs of Suzhou, China, was selected as the research object. The field static and dynamic load tests were conducted and the results are consistent with the results of the numerical simulation based on the method proposed in this study. It can be concluded that the proposed numerical method can be widely used to assess the technical state of the old concrete truss-arch bridges in poor condition.
引用
收藏
页数:13
相关论文
共 50 条
  • [1] Research on Impact Coefficient of Railroad Large Span Steel Truss Arch Bridge Based on Vehicle-Bridge Coupling
    Peng, Yipu
    Jiang, Boen
    Chen, Li
    Tang, Zhiyuan
    Li, Zichao
    Li, Jian
    APPLIED SCIENCES-BASEL, 2025, 15 (05):
  • [2] VEHICLE-BRIDGE INTERACTION
    DAHLBERG, T
    VEHICLE SYSTEM DYNAMICS, 1984, 13 (04) : 187 - 206
  • [3] Vehicle-bridge Coupled Vibration on Concrete-filled Steel Tubular Arch Bridge
    Tan, Hongxia
    Chen, Zhengqing
    ADVANCES IN CIVIL ENGINEERING, PTS 1-4, 2011, 90-93 : 1106 - 1111
  • [4] Field Investigation of Damages and Performance Evaluation of Longtan Truss-Arch Concrete Bridge in China
    Naser, Ali Fadhil
    Wang Zonglin
    PROCEEDINGS OF THE TWELFTH EAST ASIA-PACIFIC CONFERENCE ON STRUCTURAL ENGINEERING AND CONSTRUCTION (EASEC12), 2011, 14
  • [5] Effect of vehicle-bridge interaction vibration on young concrete
    Xiong Zhang
    Ming Zhao
    Yong-juan Zhang
    Zhou Lei
    Yue-ran Zhang
    KSCE Journal of Civil Engineering, 2015, 19 : 151 - 157
  • [6] Bridge Surface Roughness Identification Based on Vehicle-Bridge Interaction
    Zhan, Y.
    Au, F. T. K.
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2019, 19 (07)
  • [7] Effect of vehicle-bridge interaction vibration on young concrete
    Zhang, Xiong
    Zhao, Ming
    Zhang, Yong-juan
    Lei, Zhou
    Zhang, Yue-ran
    KSCE JOURNAL OF CIVIL ENGINEERING, 2015, 19 (01) : 151 - 157
  • [8] Analysis on transverse stiffness limit of steel truss-arch bridge
    Guo, XR
    Zhou, YL
    Yang, LY
    PROGRESS IN SAFETY SCIENCE AND TECHNOLOGY, VOL 4, PTS A and B, 2004, 4 : 956 - 961
  • [9] Seismic analysis of a truss-arch bridge across Mississippi River
    Kornkasem, W
    Nam, SI
    Foutch, DA
    Ghaboussi, J
    Aschheim, MA
    OPTIMIZING POST-EARTHQUAKE LIFELINE SYSTEM RELIABILITY, 1999, (16): : 286 - 295
  • [10] Exploring indirect vehicle-bridge interaction for bridge SHM
    Cerdal, F.
    Garrett, J.
    Bielak, J.
    Bhagavatula, R.
    Kovacevic, J.
    BRIDGE MAINTENANCE, SAFETY, MANAGEMENT AND LIFE-CYCLE OPTIMIZATION, 2010, : 708 - 715