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Dynamic effect analysis of longitudinal connecting slab of floating slab track in urban rail transit
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Xin-wen YANG1, 2, Zhi-ang SUN1, 2, Zhao ZHANG1, 2, Ying-jie ZHANG1, 2
Journal of Vibration Engineering | 2024, 37(5) : 822 - 829
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Journal of Vibration Engineering | 2024, 37(5): 822-829
Dynamic effect analysis of longitudinal connecting slab of floating slab track in urban rail transit
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Xin-wen YANG1, 2, Zhi-ang SUN1, 2, Zhao ZHANG1, 2, Ying-jie ZHANG1, 2
Affiliations
  • 1Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety, Tongji University, Shanghai 201804, China
  • 2Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 201804, China
Published: 2024-05-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.05.010
Outline
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The longitudinal linkage of the floating slab track (FST) has weakness due to the dynamic effects of FST longitudinal linkage,which are not adequately considered in the track design. By introducing the method of equivalent density and equivalent foundation coefficient to simplify the model of the base of a steel-spring-FST system,a three-dimensional finite element model of vibration characteristics analysis of prefabricated short and cast-in-situ FST system is established. In the proposed model,the influence of the rail,shear hinge,and foundation under the slab on the vibration characteristics of the floating slab structure is fully considered. The modal analysis and harmonic response analysis are analyzed with a focus on the dynamic effect characteristics of the longitudinal connecting slab of the FST system. The results show that: The modal shape of the FST in the low frequency band of 1~200 Hz mainly shows four types of motion: rigid body motion,bending,bending-torsion combination and torsion; For the prefabricated slab track system,the frequency band in which the floating slab dominates the vibration characteristics of the system conforms the system modal analysis and harmonious response analysis; For the cast-in-situ slab track system,when the frequency is within 32.6~57.8 Hz,the frequency band is the transition band,where the dominant role of the FST in the vibration characteristics of the system is weakened; The lower-order bending modes generated by the coupled slab dynamic effect are expressed as rigid body motion modes in the prefabricated slab system; for the FST composed of Ns slabs,the number of additional modes around each order of bending mode frequency of a single slab caused by the coupled slab effect is Ns/2‒1.

floating slab track  /  urban rail transit  /  modal analysis  /  finite element method  /  connecting slab effect
Xin-wen YANG, Zhi-ang SUN, Zhao ZHANG, Ying-jie ZHANG. Dynamic effect analysis of longitudinal connecting slab of floating slab track in urban rail transit[J]. Journal of Vibration Engineering, 2024 , 37 (5) : 822 -829 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.05.010
Year 2024 volume 37 Issue 5
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.05.010
  • Receive Date:2022-10-19
  • Online Date:2026-02-09
  • Published:2024-05-28
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  • Received:2022-10-19
  • Revised:2022-12-20
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Affiliations
    1Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety, Tongji University, Shanghai 201804, China
    2Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 201804, 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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