Developing a Nondestructive Method for Revealing Defective Areas in Reinforced Concrete Under Bending Conditions; Russian Journal of Nondestructive Testing; Vol. 55, iss. 4
| Parent link: | Russian Journal of Nondestructive Testing Vol. 55, iss. 4.— 2019.— [P. 293-298] |
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| Hoofdauteur: | |
| Coauteur: | |
| Andere auteurs: | , |
| Samenvatting: | Title screen We present results of studying the spatial variation of parameters of the electrical response to a weak impact under stepwise loading of concrete beams reinforced with steel rods. It is proposed to use the following diagnostic parameters to characterize the presence of a defective area in reinforced beams: the maximum coefficient of correlation between the spectrum of electrical signal after stepwise loading and the original spectrum; the frequency shift for which the maximum correlation coefficient is observed; the coefficient of correlation between the spectrum of signal at the current loading stage and the signal spectrum at the previous stage; and the center of gravity of the spectrum. The proposed method can be used to locate the defective area in reinforced concrete under bending conditions. Режим доступа: по договору с организацией-держателем ресурса |
| Taal: | Engels |
| Gepubliceerd in: |
2019
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| Onderwerpen: | |
| Online toegang: | https://doi.org/10.1134/S1061830919040065 |
| Formaat: | Elektronisch Hoofdstuk |
| KOHA link: | https://koha.lib.tpu.ru/cgi-bin/koha/opac-detail.pl?biblionumber=660815 |
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