Abstract
The feasibility of using vibration transfer rate as damage parameter is studied by simulation. The excitation mode, sensitive measuring point, structural adhesive damage identification and safety state evaluation of hidden frame glass curtain wall (HFGCW) are studied by experiment. The experimental results show that the accurate vibration spectrum can be obtained by using rubber hammer. The edge of glass plate is selected as the measuring point to obtain the accurate vibration transfer rate. The value of change rate of vibration transmissibility increases with the increase in damage degree of structural adhesive. A nondestructive testing method combining vibration transfer rate and discrete wavelet transform (DWT) is proposed, which can identify the degree of structural adhesive damage of HFGCW well. At the same time, the safety status evaluation model based on vibration transfer rate can evaluate the damage degree of structural adhesive of HFGCW.
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The data in the current study cannot be made public due to further analysis but can be obtained from corresponding authors upon reasonable request.
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Funding
This study was funded by the Natural Science Foundation of Hebei Province (Grant No. E2020203084) and the Youth Talent Projects of Colleges in Hebei Province (Grant No.BJ2020021).
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All authors contributed to the study conception and design. Material preparation, data collection and analysis were performed by GY. The first draft of the manuscript was written by GY and all authors commented on previous versions of the manuscript. All authors read and approved the final manuscript.
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Yang, G., Long, X.Y., Wang, X.X. et al. Structural adhesive damage identification of glass curtain wall. Nonlinear Dyn 110, 2573–2587 (2022). https://doi.org/10.1007/s11071-022-07692-0
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DOI: https://doi.org/10.1007/s11071-022-07692-0