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Dynamic characteristics of an improved composite box girder with corrugated steel webs considering temperature and shear deformation
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Xue-song CHEN1, Kui LUO2, Wei JI3, Jing-wei ZHANG4, Zhi-bo WU2, Ming LIU1
Journal of Vibration Engineering | 2024, 37(4) : 601 - 611
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Journal of Vibration Engineering | 2024, 37(4): 601-611
Dynamic characteristics of an improved composite box girder with corrugated steel webs considering temperature and shear deformation
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Xue-song CHEN1, Kui LUO2, Wei JI3, Jing-wei ZHANG4, Zhi-bo WU2, Ming LIU1
Affiliations
  • 1College of Railway Engineering, Liaoning Railway Vocational and Technical College, Jinzhou 121000, China
  • 2College of Civil Engineering, Hunan University, Changsha 410082, China
  • 3College of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China
  • 4Gansu Henglu Traffic Survey and Design Institute Co., Ltd., Lanzhou 730070, China
Published: 2024-04-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.04.007
Outline
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In order to accurately analyze the influence of temperature and shear deformation effects on the natural vibration characteristics of the improved composite box girder with corrugated steel webs,a method for analyzing the natural vibration characteristics of an improved composite box girder with corrugated steel webs considering temperature and shear deformation effects is proposed in this paper. Considering the influence of the temperature,shear deformation and stiffness correction of the corrugated steel web,the analytical formula of the natural frequency of the improved composite box girder with corrugated steel webs is deduced by using the principle of stress equivalence; The correctness of the analytical formula of natural frequency is verified by using the ANSYS finite element results and the measured results of bridge; The effects of temperature equivalent axial eccentric force,variation of elastic modulus,shear deformation,and temperature effect under different height-span ratios and different width-span ratios on the natural frequencies of bridge are analyzed. The results show that the fundamental frequency of the improved composite box girder with corrugated steel webs is greatly affected by the temperature effect,and the influence of the temperature effect needs to be considered when calculating the fundamental frequency of this bridge type; The shear deformation effect of the corrugated steel web has a significant influence on the natural frequencies of the bridge type,and the influence of shear deformation from the 4th order natural frequencies has exceeded 50%; Under different height-span ratios,the temperature effect has a greater influence on the fundamental frequencies,and it increases linearly and sharply with the increase of the height-span ratios; Under different width-span ratios,the temperature effect has little influence on the natural frequencies and can be ignored. The research results can provide a reference for the calculation and analysis of the natural frequencies of the improved composite box girder with corrugated steel webs.

composite box girder  /  corrugated steel webs  /  temperature effect  /  shear deformation  /  modal test  /  natural frequency
Xue-song CHEN, Kui LUO, Wei JI, Jing-wei ZHANG, Zhi-bo WU, Ming LIU. Dynamic characteristics of an improved composite box girder with corrugated steel webs considering temperature and shear deformation[J]. Journal of Vibration Engineering, 2024 , 37 (4) : 601 -611 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.04.007
Year 2024 volume 37 Issue 4
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.04.007
  • Receive Date:2022-06-02
  • Online Date:2026-02-09
  • Published:2024-04-28
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History
  • Received:2022-06-02
  • Revised:2022-08-04
Funding
Affiliations
    1College of Railway Engineering, Liaoning Railway Vocational and Technical College, Jinzhou 121000, China
    2College of Civil Engineering, Hunan University, Changsha 410082, China
    3College of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China
    4Gansu Henglu Traffic Survey and Design Institute Co., Ltd., Lanzhou 730070, 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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