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Vibration characteristics of I-beam with constrained damping layer
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Xiao-zhen LI, Hao-qing LI, Xi-hao JIANG, Ran BI
Journal of Vibration Engineering | 2024, 37(8) : 1320 - 1329
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Journal of Vibration Engineering | 2024, 37(8): 1320-1329
Vibration characteristics of I-beam with constrained damping layer
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Xiao-zhen LI, Hao-qing LI, Xi-hao JIANG, Ran BI
Affiliations
  • Department of Bridge Engineering,School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China
Published: 2024-08-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.08.006
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In this paper,a method for calculating the vibration response of beams damped with constrained damping layer is presented. The indoor vibration experiment of I-beam was carried out,and the vibration response at different positions was measured. A numerical simulation model was established simultaneously based on the finite element method,and the natural frequencies and modal loss factors of I-beam were calculated accurately by using the modal strain energy method. Based on the above results,the modal superposition method was used for the harmonic response analysis,and the vibration response of the I-beam damped with constrained damping layer was obtained. The accuracy of the model was verified by comparing the measured and simulated results. The effects of design parameters (damping layer thickness and constrained layer thickness) on the natural frequency,modal loss factor and overall vibration acceleration level were analyzed. The results show that the vibration response of each component has a similar change rule. The overall vibration acceleration level of web is the largest,followed by the bottom,and the roof is the smallest. In general,the thickness of damping layer has little effect on the first 5 order natural frequencies of I-beam,but with the increase of the thickness of constrained layer,the first 5 order natural frequencies of I-beam decrease first and then increase. Increasing the thickness of damping layer and constrained layer can continuously improve the modal loss factor of I-beam,thereby reducing the overall vibration acceleration level effectively,and the vibration reduction effect of web is better than that of roof and bottom.

vibration experiment  /  I-beam  /  constrained damping layer  /  modal strain energy theory  /  numerical simulation
Xiao-zhen LI, Hao-qing LI, Xi-hao JIANG, Ran BI. Vibration characteristics of I-beam with constrained damping layer[J]. Journal of Vibration Engineering, 2024 , 37 (8) : 1320 -1329 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.08.006
Year 2024 volume 37 Issue 8
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.08.006
  • Receive Date:2022-08-23
  • Online Date:2026-02-12
  • Published:2024-08-28
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  • Received:2022-08-23
  • Revised:2022-12-05
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    Department of Bridge Engineering,School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,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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