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Bridge-Rail Interaction of Small Radius Curved Bridges and the Effect of Fastener Resistance under Temperature Variation
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Hong QIAO1, Chengying HUANG1, Shaoqin WANG2, Zuhao DAI1, Liangfeng RUAN3, Xianting DU4
Urban Rapid Rail Transit | 2024, 37(4) : 72 - 79
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Urban Rapid Rail Transit | 2024, 37(4): 72-79
Civil Engineering Technology
Bridge-Rail Interaction of Small Radius Curved Bridges and the Effect of Fastener Resistance under Temperature Variation
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Hong QIAO1, Chengying HUANG1, Shaoqin WANG2, Zuhao DAI1, Liangfeng RUAN3, Xianting DU4
Affiliations
  • 1 School of Civil and Transportation Engineering Beijing University of Civil Engineering and Architecture Beijing 102616
  • 2 School of Science Beijing University of Civil Engineering and Architecture Beijing 102616
  • 3 China Railway Fifth Survey and Design Institute Group Co., Ltd. Beijing 102600
  • 4 School of Civil Engineering Beijing Jiaotong University Beijing 100044
doi: 10.3969/j.issn.1672-6073.2024.04.011
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An integrated spatial finite element model of railbridgepier was developed and validated to investigate the effect of temperature on the interaction between bridges and rails, particularly focusing on smallradius curved bridges used by trams. This study compared and analyzed the bridgerail interaction laws between straight bridges and smallradius curved bridges. It specifically examined the additional expansion force of the rail, lateral forces at the top of bridge piers, and longitudinal forces under overall and local heating conditions. Under overall heating conditions, the research found that smallradius curved bridges experience greater lateral displacement of the steel rail and higher lateral forces at the top of bridge piers compared to straight bridges. Moreover, as the bridge temperature increased, the additional expansion force of the rail also increased. Calculations using overall heating conditions resulted in larger expansion forces and longitudinal forces on the top of piers compared to local heating conditions. Based on these findings, three different fastener arrangement schemes were proposed and evaluated. It was observed that fasteners with lower resistance could effectively reduce the additional expansion force of the rail. However, insufficient longitudinal resistance might increase the risk of rail joint fractures. In conclusion, the study provides valuable insights for designing continuously welded rails on smallradius curved bridges for tram systems, offering guidance on optimizing fastener arrangements to mitigate rail expansion effects while ensuring structural integrity.

urban rail transit  /  small-radius curved bridge  /  continuously welded rail  /  bridge-rail interaction  /  temperature effect  /  fastener arrangement
Hong QIAO, Chengying HUANG, Shaoqin WANG, Zuhao DAI, Liangfeng RUAN, Xianting DU. Bridge-Rail Interaction of Small Radius Curved Bridges and the Effect of Fastener Resistance under Temperature Variation[J]. Urban Rapid Rail Transit, 2024 , 37 (4) : 72 -79 . DOI: 10.3969/j.issn.1672-6073.2024.04.011
Year 2024 volume 37 Issue 4
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Article Info
doi: 10.3969/j.issn.1672-6073.2024.04.011
  • Receive Date:2023-11-30
  • Online Date:2025-07-09
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  • Received:2023-11-30
  • Revised:2024-04-24
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Affiliations
    1 School of Civil and Transportation Engineering Beijing University of Civil Engineering and Architecture Beijing 102616
    2 School of Science Beijing University of Civil Engineering and Architecture Beijing 102616
    3 China Railway Fifth Survey and Design Institute Group Co., Ltd. Beijing 102600
    4 School of Civil Engineering Beijing Jiaotong University Beijing 100044
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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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