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dc.contributor.authorMulaveesala, R.-
dc.contributor.authorPanda, S.S.B.-
dc.contributor.authorMude, R.N.-
dc.contributor.authorAmarnath, M.-
dc.date.accessioned2022-09-09T07:38:06Z-
dc.date.available2022-09-09T07:38:06Z-
dc.date.issued2022-09-09-
dc.identifier.urihttp://localhost:8080/xmlui/handle/123456789/3973-
dc.description.abstractReinforced concrete structures (RCS) have potential application in civil engineering and with the advent of nuclear engineering RCS to be capable enough to withstanding a variety of adverse environmental conditions. However, failures/loss of durability of designed structures due to premature reinforcement corrosion of rebar is a major constrain. Growing concern of safety of structure due to pre-mature deterioration has led to a great demand for development of non-destructive and non-contact testing techniques for monitoring and assessing health of RCS. This paper presents an experimental investigation of rebar corrosion by non-stationary thermal wave imaging. Experimental results have been proven, proposed approach is an effective technique for identification of corrosion in rebar in the concrete samples.en_US
dc.language.isoen_USen_US
dc.subjectCorrelation imageen_US
dc.subjectFourier transformen_US
dc.subjectFrequency modulationen_US
dc.subjectMatched filteren_US
dc.subjectPhase imageen_US
dc.subjectThermographyen_US
dc.titleNon-destructive evaluation of concrete structures by nonstationary thermal wave imagingen_US
dc.typeArticleen_US
Appears in Collections:Year-2012

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