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DC Field | Value | Language |
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dc.contributor.author | Mulaveesala, R. | |
dc.contributor.author | Panda, S. S. B. | |
dc.contributor.author | Mude, R. N. | |
dc.contributor.author | Amarnath, M. | |
dc.date.accessioned | 2016-12-02T10:02:06Z | |
dc.date.available | 2016-12-02T10:02:06Z | |
dc.date.issued | 2016-12-02 | |
dc.identifier.uri | http://localhost:8080/xmlui/handle/123456789/734 | |
dc.description.abstract | Reinforced 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.iso | en_US | en_US |
dc.subject | Concrete samples | en_US |
dc.subject | Environmental conditions | en_US |
dc.subject | Experimental investigations | en_US |
dc.subject | Non destructive | en_US |
dc.subject | Non destructive evaluation | en_US |
dc.title | Non-destructive evaluation of concrete structures by non-stationary thermal wave imaging | en_US |
dc.type | Article | en_US |
Appears in Collections: | Year-2012 |
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Full Text.pdf | 297.06 kB | Adobe PDF | View/Open Request a copy |
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