Document Type

Article

Publication Date

1-2015

DOI

http://dx.doi.org/10.1121/2.0000013

Abstract

Results of a preliminary study investigating a simple method for detecting looseness in bolted fasteners of a steel structure are presented. Extensive research by many investigators demonstrates that the frequency response of a bolted structural member changes when one or more bolts are loosened. A simple and effective method for detecting looseness can be applied to bolted joints, using inexpensive and commonly-available equipment and software. The difference between spectrograms associated with tight and loose bolts is clearly apparent due to the presence of a tell-tale mode when one or more bolts are loosened. Further, a striking difference can be elucidated between audio signals associated with tight and loose bolts, with only minimal post processing. A time-frequency spectrogram was used to identify higher-order modes that are affected by looseness in a horizontal I-beam with bolted connections. One higher-order mode was found to be particularly sensitive to bolt loosening. Results show that the natural frequency associated with a higher-order mode provides a tell-tale acoustic response that can be elicited with an open-output impact test using a common hammer.

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