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Analysis of transverse free vibration characteristics of modified Timoshenko beam on viscoelastic Pasternak foundction
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Wei LIU1, Guo-bin WANG2, Zhi-peng ZHAO1, Xiao-jun ZHAO1
Journal of Vibration Engineering | 2024, 37(8) : 1330 - 1338
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Journal of Vibration Engineering | 2024, 37(8): 1330-1338
Analysis of transverse free vibration characteristics of modified Timoshenko beam on viscoelastic Pasternak foundction
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Wei LIU1, Guo-bin WANG2, Zhi-peng ZHAO1, Xiao-jun ZHAO1
Affiliations
  • 1School of Civil Engineering, Lanzhou University of Information Technology, Lanzhou 730300,China
  • 2Geotechnical Engineering Research Institute, Xi’an University of Technology, Xi’an 710048,China
Published: 2024-08-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.08.007
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Based on the modified Timoshenko beam theory,the transverse vibration governing equation of the modified Timoshenko beam on the viscoelastic Pasternak foundation is established. The analytical solutions of the natural frequency and attenuation coefficient of the modified Timoshenko beam simply supported at both ends in the viscoelastic Pasternak foundation are derived with the reverberation-ray matrix method. The natural vibration characteristics of the modified Timoshenko beam on the viscoelastic Pasternak foundation under classical boundary conditions are calculated by dichotomy and golden section method. The effects of moment of inertia caused by shear deformation,beam length and different boundary conditions on the natural vibration characteristics of the structure are compared and analyzed. The results show that the natural frequency and attenuation coefficient of the modified Timoshenko beam on the viscoelastic Pasternak foundation are smaller than those of the classical Timoshenko beam; the shorter the beam,the more significant the influence of the moment of inertia caused by shear deformation on the natural frequency and attenuation coefficient of the structure,and the influence on the higher order is obviously greater than that on the low order; the stronger the boundary constraint condition,the more obvious the vibration energy attenuation.

viscoelastic Pasternak foundation  /  modified Timoshenko beam  /  reverberation-ray matrix method  /  analytical solution  /  boundary condition
Wei LIU, Guo-bin WANG, Zhi-peng ZHAO, Xiao-jun ZHAO. Analysis of transverse free vibration characteristics of modified Timoshenko beam on viscoelastic Pasternak foundction[J]. Journal of Vibration Engineering, 2024 , 37 (8) : 1330 -1338 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.08.007
Year 2024 volume 37 Issue 8
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.08.007
  • Receive Date:2023-08-19
  • Online Date:2026-02-12
  • Published:2024-08-28
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  • Received:2023-08-19
  • Revised:2023-12-21
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    1School of Civil Engineering, Lanzhou University of Information Technology, Lanzhou 730300,China
    2Geotechnical Engineering Research Institute, Xi’an University of Technology, Xi’an 710048,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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