Hill, M., McHugh, J. and Turner, J.D. (2000) Cross-sectional modes in the impact-echo assessment of concrete structures. Journal of Structural Engineering, 126 (2), 228-234. (doi:10.1061/(ASCE)0733-9445(2000)126:2(228)).
Abstract
The impact-echo method is a promising technique for the detection of damage in concrete structures, particularly when applied to plate-like structures. However, when the technique is applied to beam-like rather than plate-like structures the resulting amplitude spectra are complex and difficult to interpret. The complications are due to the excitation of cross-sectional modes of vibration in the beam. This paper discusses an investigation into the nature of these modes, shows that their frequency is lowered by the presence of a large void, and discusses the potential of using these modes for nondestructive testing. Plane strain finite-element models have been used to model cross-sectional modes in the presence of both grouted and ungrouted ducts. The results from these analyses are described together with an experimental validation using a beam containing a large duct, some of which is grouted and some of which contains a void. Results are compared with previous analytical findings and found to be in agreement.
This record has no associated files available for download.
More information
Identifiers
Catalogue record
Export record
Altmetrics
Contributors
Download statistics
Downloads from ePrints over the past year. Other digital versions may also be available to download e.g. from the publisher's website.