Effect of cyclic freezing–thawing on the parameters of electric response to elastic shock excitation of reinforced concrete
- Authors: Fursa T.V.1, Dann D.D.1, Petrov M.V.1, Korzenok I.N.1
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Affiliations:
- Institute of Nondestructive Testing
- Issue: Vol 52, No 8 (2016)
- Pages: 463-468
- Section: Electric Methods
- URL: https://journals.rcsi.science/1061-8309/article/view/181172
- DOI: https://doi.org/10.1134/S1061830916080052
- ID: 181172
Cite item
Abstract
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.
About the authors
T. V. Fursa
Institute of Nondestructive Testing
Author for correspondence.
Email: fursa@tpu.ru
Russian Federation, Tomsk, 634050
D. D. Dann
Institute of Nondestructive Testing
Email: fursa@tpu.ru
Russian Federation, Tomsk, 634050
M. V. Petrov
Institute of Nondestructive Testing
Email: fursa@tpu.ru
Russian Federation, Tomsk, 634050
I. N. Korzenok
Institute of Nondestructive Testing
Email: fursa@tpu.ru
Russian Federation, Tomsk, 634050