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contributor authorK. Sivasubramanian
contributor authorK. P. Jaya
contributor authorM. Neelamegam
date accessioned2017-12-16T09:20:13Z
date available2017-12-16T09:20:13Z
date issued2016
identifier other%28ASCE%29CF.1943-5509.0000718.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4241567
description abstractThe impact-echo method is a popular non-destructive testing method in civil engineering. The present work proposes the virtual edge extension technique to overcome the edge effect, which is a major issue during impact-echo testing. The virtual edge extension technique utilizes wave energy absorbing mediums (e.g., water) temporarily brought in contact with the concrete edges to mitigate the misleading signal clutter. In order to conduct this study, an instrument called constant amplitude impactor has been developed to produce constant source waves to facilitate comparison of wave characteristics. The effectiveness of the wave attenuation/absorbing characteristics of four different mediums have been investigated in the present work. It has been demonstrated that the depth could be evaluated from noisy signals and smaller defects (of size 20 at 100 mm depth) could be identified in concrete blocks. Encouraging results indicate that the virtual edge extension technique is useful in improving the non-destructive evaluation using impact-echo method.
publisherAmerican Society of Civil Engineers
titleVirtual Edge Extension Technique to Reduce the Edge Effect in Impact-Echo Method
typeJournal Paper
journal volume30
journal issue2
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000718
treeJournal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 002
contenttypeFulltext


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