Structural Response of an Extra-Wide Concrete Self-Anchored Suspension Bridge under Static Vehicle Loads: Testing and Numerical Simulations

被引：0
|
作者：
Guangpan Zhou
Aiqun Li
Jianhui Li
Mingyang Wang
机构：
[1] Nanjing University of Science and Technology,School of Science
[2] Southeast University,School of Civil Engineering
[3] Beijing University of Civil Engineering and Architecture,School of Civil Engineering
[4] Nanjing Forestry University,School of Mechanical Engineering
[5] Nanjing University of Science and Technology,State Key Laboratory of Explosion and Impact and Disaster Prevention and Mitigation
[6] Army Engineering University of PLA,undefined
来源：
KSCE Journal of Civil Engineering | 2023年 / 27卷
关键词：
Structural performance; Self-anchored suspension bridge; Vehicle load; Wide concrete girder; Shear lag; Numerical simulation; Field test;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
The finite element (FE) analysis by ANSYS software based on field test was used to study the structural performance of an extra-wide concrete self-anchored suspension bridge under static vehicle loads. The longitudinal, transverse and vertical stresses of the extra-wide girder were analyzed, and the changing criteria of girder stresses induced by vehicle loads were presented. Additionally, the effects of the shear lag on extra-wide box girders were investigated. The results showed that the maximum shear lag coefficient was 1.89 at the junction of bottom plate and outer web at the middle of midspan. Moreover, the non-uniformity of cable force is perceptible under eccentric load. Furthermore, an optimization measure for comparable bridges and essential health monitoring locations were outlined.
引用
收藏
页码：1601 / 1616
页数：15
相关论文
共 22 条
  • [11] The mechanical performance analysis of self-anchored suspension bridge with ultra-wide and double-sided steel box girder under vehicle loads
    Wu, F. W.
    Wen, Y. J.
    Luo, J. F.
    Dai, J.
    BRIDGE MAINTENANCE, SAFETY, MANAGEMENT, LIFE-CYCLE SUSTAINABILITY AND INNOVATIONS, 2021, : 1893 - 1899
  • [12] Investigation Concerning Vibration Reduction of Self-Anchored Suspension Bridge under Vehicle Braking Forces
    Yang, Menggang
    Yang, Zhuqing
    ADVANCES IN STRUCTURES, PTS 1-5, 2011, 163-167 : 2689 - 2692
  • [13] Initial Equilibrium State Analysis for Concrete Self-Anchored Suspension Bridge under Dead Load
    Dai, Jie
    Di, Jin
    Qin, Fengjiang
    Niu, Yongzhe
    CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING, PTS 1-4, 2014, 838-841 : 1112 - 1117
  • [14] The Girder's Transverse Static Characteristics of the Bilateral Steel Box Girder Self-Anchored Suspension Bridge under the Action of a Vehicle
    Wu, Fangwen
    Wen, Yajun
    Dai, Jun
    Cai, Cheng
    Luo, Jianfei
    Zheng, Wei
    CICTP 2020: TRANSPORTATION EVOLUTION IMPACTING FUTURE MOBILITY, 2020, : 1512 - 1522
  • [15] Numerical simulation study of self-anchored suspension bridge coated with polyurea concrete under the effect of near-field explosion
    Zhou, Guangpan
    Chen, Yipeng
    Wang, Rong
    Ding, Jianguo
    Dong, Jianjun
    Zhendong yu Chongji/Journal of Vibration and Shock, 2025, 44 (08): : 276 - 286
  • [16] Damage behavior of extra-wide reinforced concrete box girder with multiple chambers under repeated explosive loads: Testing and numerical simulation
    Zhou, Guangpan
    Lin, Zhicheng
    Wang, Mingyang
    Fan, Jin
    Wang, Rong
    Geng, Zhiwen
    Zhang, Yuye
    STRUCTURES, 2023, 54 : 1560 - 1576
  • [17] Performance degradation prediction of extra-wide concrete self-anchored suspension bridge under vehicle load considering time-dependent effects考虑时变效应的车载作用下超宽混凝土自锚式悬索桥性能退化预测
    Guang-pan Zhou
    Ai-xiang Du
    Ming-yang Wang
    Jin Fan
    Ai-qun Li
    Journal of Central South University, 2023, 30 : 1932 - 1947
  • [18] An experimental study on pounding response of a self-anchored suspension bridge with single tower under pulse-like ground motions
    Zheng Q.
    Yan W.
    Luo Z.
    Xu W.
    Zhendong yu Chongji/Journal of Vibration and Shock, 2019, 38 (04): : 151 - 157
  • [19] Horizontal Seismic Response of Self-anchored Cable-stayed Suspension Bridge under Pile-Soil-Structure Interaction
    Feng Miao
    Ping Guan
    Bo Wang
    ADVANCED RESEARCH ON MECHANICAL ENGINEERING, INDUSTRY AND MANUFACTURING ENGINEERING, PTS 1 AND 2, 2011, 63-64 : 421 - 424
  • [20] Research of Longitudinal Seismic Response of Self-anchored Cable-stayed Suspension Bridge under Pile-Soil-Structure Interaction
    Miao Feng
    Wang Bo
    Guan Pin
    ADVANCES IN CIVIL ENGINEERING, PTS 1-6, 2011, 255-260 : 1167 - 1170
123