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.
| Original language | English |
|---|---|
| Pages (from-to) | 463-468 |
| Number of pages | 6 |
| Journal | Russian Journal of Nondestructive Testing |
| Volume | 52 |
| Issue number | 8 |
| DOIs | |
| Publication status | Published - 1 Aug 2016 |
Keywords
- cyclic freezing–thawing
- diagnostic criteria
- electric response to shock action
- nondestructive testing
- reinforced concrete
ASJC Scopus subject areas
- Materials Science(all)
- Condensed Matter Physics
- Mechanics of Materials
- Mechanical Engineering
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Cite this
Fursa, T. V., Dann, D. D., Petrov, M. V., & Korzenok, I. N. (2016). Effect of cyclic freezing–thawing on the parameters of electric response to elastic shock excitation of reinforced concrete. Russian Journal of Nondestructive Testing, 52(8), 463-468. https://doi.org/10.1134/S1061830916080052