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Study on the influence of expansion joints and bearing diseases on the vehicle-induced dynamic response of simply supported beam bridges
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Jian-ling HOU1, 2, Ling-ling LIU1, Xi-de WU1, Wei-bing XU2, Yan-jiang CHEN2, Jin WANG2, Jun-yan LIU2, Bo WANG2, Yan LI3, Xuan ZHANG4
Journal of Vibration Engineering | 2024, 37(2) : 286 - 296
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Journal of Vibration Engineering | 2024, 37(2): 286-296
Study on the influence of expansion joints and bearing diseases on the vehicle-induced dynamic response of simply supported beam bridges
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Jian-ling HOU1, 2, Ling-ling LIU1, Xi-de WU1, Wei-bing XU2, Yan-jiang CHEN2, Jin WANG2, Jun-yan LIU2, Bo WANG2, Yan LI3, Xuan ZHANG4
Affiliations
  • 1China Waterborne Transport Research Institute, Beijing 100088,China
  • 2Faculty of Architecture, Civil and Transportation Engineering, Beijing University of Technology, Beijing 100124,China
  • 3School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, China
  • 4The First Construction Engineering Co., Ltd. of China Construction Second Engineering Bureau, Beijing 100176,China
Published: 2024-02-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.02.011
Outline
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Medium and small span bridges make up a large proportion of highway bridges in China. Due to harsh service conditions,the expansion joints are prone to diseases,which can exacerbate vehicle vibrations,and subsequently lead to the damage of the end bearings and other components. In order to study the influence of expansion joint and bearing parameters on the vehicle-induced dynamic response of simply supported beam bridge,this paper establishes a numerical analysis method of vehicle-expansion joint-bridge coupling dynamic response (VBCV-J). The effectiveness of VBCV-J analysis method is verified using measured data,followed by an investigation the influence of expansion joint and support parameters. The results show that: The speed is closely related to vehicle vibration. When the vehicle speed is high and the Road Surface Condition (RSC) is “normal”,the impact effect of vehicles on expansion joints and the ends of beams can exceed the specified values.. If the girder in the expansion joint is higher than the pavement,the impact on the expansion joint will significantly increase,conversely,it will decrease. When the girder in the expansion joint is higher or lower than the road surface,the impact at the end of the main beam will increase. A reduction in the support stiffness of the expansion joint or a void in the side support of the main beam will significantly increase the impact effect on both the expansion joint and the end of the main beam. A decrease in the stiffness of the main beam support primarily results in an increased impact on the entire main beam. Damage to the expansion joints not only affects their own impact,but also greatly increases the impact on the end members of the simply supported beams. During design and maintenance,sufficient attention should be given to the end members of the beams.

simple supported bridge  /  expansion joint  /  bearing  /  parameter analysis
Jian-ling HOU, Ling-ling LIU, Xi-de WU, Wei-bing XU, Yan-jiang CHEN, Jin WANG, Jun-yan LIU, Bo WANG, Yan LI, Xuan ZHANG. Study on the influence of expansion joints and bearing diseases on the vehicle-induced dynamic response of simply supported beam bridges[J]. Journal of Vibration Engineering, 2024 , 37 (2) : 286 -296 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.02.011
Year 2024 volume 37 Issue 2
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.02.011
  • Receive Date:2022-06-05
  • Online Date:2026-02-10
  • Published:2024-02-28
Article Data
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History
  • Received:2022-06-05
  • Revised:2022-09-02
Funding
Affiliations
    1China Waterborne Transport Research Institute, Beijing 100088,China
    2Faculty of Architecture, Civil and Transportation Engineering, Beijing University of Technology, Beijing 100124,China
    3School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, China
    4The First Construction Engineering Co., Ltd. of China Construction Second Engineering Bureau, Beijing 100176,China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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