EFFECT OF TYPICAL DAMAGES ON VEHICLE-INDUCED DYNAMIC RESPONSE OF SIMPLY SUPPORTED MULTI-SLAB GIRDER BRIDGES

被引:0
|
作者
Li, Yan [1 ]
Cai, C. S. [2 ]
Liu, Jiafeng [1 ]
机构
[1] Harbin Inst Technol, Sch Transportat Sci & Engn, Harbin 150090, Peoples R China
[2] Louisiana State Univ, Dept Civil & Environm Engn, Baton Rouge, LA 70803 USA
关键词
Vehicle-bridge coupled vibration; sensitivity analysis; structural damage; in-situ testing; simply supported bridges; MOVING VEHICULAR LOADS; ANALYTICAL-MODEL; PNEUMATIC TIRES; CRACKED BEAM; SUBJECT; SIMULATIONS; VIBRATION; SLIPS; MASS;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Recently damage identification method based on vehicle-bridge coupled vibrations attracted many researchers' attention. The previous studies focus on the crack damage type, but the other kind of damages happened to actual bridge are rarely mentioned. The research on the effect of typical damages on the vehicle-induced dynamic response of bridges will lay a foundation for the further damage identification research. In the present study, PC simply supported multi-slab girder bridges are studied. Several typical damages frequently occurring on this bridge type, such as hinge joint damage, crack and loss of prestress are considered in this study. Firstly an appropriate numerical simulation method and numerical model for these damages is proposed and verified according to the requirement of dynamic response analysis of bridge under vehicle. Secondly, a suitable multi-slab girder bridge finite element modeling strategy based on multi-scale is developed. A 3D vehicle-bridge dynamic interaction model is used to predict the dynamic response of bridge under vehicles. A field dynamic testing for an actual multi-slab girder bridge under truck is used to validate above analysis model. The displacement and acceleration response of the bridge is recorded under moving truck during in-situ testing. The predicted dynamic response of the bridge is compared with experimental data and the results show good agreement. Thirdly, effect of damages on the dynamic behavior of bridge under vehicles is numerically studied. Various vehicle acting modes and different damage combination cases are considered during the analysis. The distribution characteristics of the most unfavorable and high sensitivity dynamic response of the bridge are presented based on the analysis results. Finally, some suggestions on choosing damage index for damage identification and limiting vehicle acting mode for guaranteeing operation safety of existing damaged bridges are proposed.
引用
收藏
页码:295 / 310
页数:16
相关论文
共 21 条
  • [1] Effect of hinged joint damage on vehicle-induced dynamic response for simply supported multi-slab girder bridges
    Li, Yan
    Wu, Zhiwen
    Xu, Tingxia
    [J]. MAINTENANCE, MONITORING, SAFETY, RISK AND RESILIENCE OF BRIDGES AND BRIDGE NETWORKS, 2016, : 463 - 463
  • [2] FATIGUE RELIABITY OF SLAB-ON-GIRDER BRIDGES CONSIDERING VEHICLE-INDUCED DYNAMIC RESPONSE
    Zhang, Wei
    Cai, C. S.
    [J]. INTERNATIONAL SYMPOSIUM ON LIFE-CYCLE PERFORMANCE OF BRIDGES AND STRUCTURES, 2010, : 343 - 350
  • [3] Effect of approach span condition on vehicle-induced dynamic response of slab-on-girder road bridges
    Cai, C. S.
    Shi, X. M.
    Araujo, M.
    Chen, S. R.
    [J]. ENGINEERING STRUCTURES, 2007, 29 (12) : 3210 - 3226
  • [4] Incorporating the effect of approach slab to the dynamic response of simply supported bridges under moving vehicle
    Phuong Hoa Hoang
    Hoang An Thai
    Dinh Trung Pham
    [J]. INTERNATIONAL JOURNAL OF ADVANCED AND APPLIED SCIENCES, 2022, 9 (07): : 24 - 32
  • [5] Study on the influence of expansion joints and bearing diseases on the vehicle-induced dynamic response of simply supported beam bridges
    Hou, Jian-Ling
    Liu, Ling-Ling
    Wu, Xi-De
    Xu, Wei-Bing
    Chen, Yan-Jiang
    Wang, Jin
    Liu, Jun-Yan
    Wang, Bo
    Li, Yan
    Zhang, Xuan
    [J]. Zhendong Gongcheng Xuebao/Journal of Vibration Engineering, 2024, 37 (02): : 286 - 296
  • [6] Dynamic Response of Simply-supported Curved Girder Bridges due to Vehicles
    Bu Jianqing
    Li Genwang
    [J]. ADVANCES IN CIVIL ENGINEERING, PTS 1-6, 2011, 255-260 : 1825 - 1829
  • [7] Experimental study on the dynamic response of continuous slab tracks and simply supported bridges
    [J]. Dai, Gong-Lian (liuwenshuo@csu.edu.cn), 1600, Hunan University (43):
  • [8] Effect of Higher Mode on Seismic Response of Railway Simply-supported Girder Isolated Bridges
    Lu, Hao
    [J]. Journal of Railway Engineering Society, 2020, 37 (06) : 46 - 52
  • [9] Study of the dynamic responses and impact factors of simply-supported prestressed concrete girder bridges due to vehicle braking
    Deng, Lu
    Wang, Fang
    [J]. Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 2015, 42 (09): : 52 - 58
  • [10] Effect of pavement maintenance cycle on the fatigue reliability of simply-supported steel I-girder bridges under dynamic vehicle loading
    Deng, Lu
    Wang, Wei
    Cai, C. S.
    [J]. ENGINEERING STRUCTURES, 2017, 133 : 124 - 132