Effect of cyclic freezing–thawing on the parameters of electric response to elastic shock excitation of reinforced concrete
- Autores: Fursa T.1, Dann D.1, Petrov M.1, Korzenok I.1
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Afiliações:
- Institute of Nondestructive Testing
- Edição: Volume 52, Nº 8 (2016)
- Páginas: 463-468
- Seção: Electric Methods
- URL: https://journals.rcsi.science/1061-8309/article/view/181172
- DOI: https://doi.org/10.1134/S1061830916080052
- ID: 181172
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Resumo
General and distinctive features have been established for the effect that cyclic freezing–thawing has on the parameters of electric response to elastic shock excitation in steel and glass-fiber reinforced concretes. Based on frequency-time and autocorrelation analyses, criteria are suggested for assessing the deterioration degree of reinforced concrete under alternating-sign temperature action.
Sobre autores
T. Fursa
Institute of Nondestructive Testing
Autor responsável pela correspondência
Email: fursa@tpu.ru
Rússia, Tomsk, 634050
D. Dann
Institute of Nondestructive Testing
Email: fursa@tpu.ru
Rússia, Tomsk, 634050
M. Petrov
Institute of Nondestructive Testing
Email: fursa@tpu.ru
Rússia, Tomsk, 634050
I. Korzenok
Institute of Nondestructive Testing
Email: fursa@tpu.ru
Rússia, Tomsk, 634050