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 |
Fingerprint
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
Cite this
Effect of cyclic freezing–thawing on the parameters of electric response to elastic shock excitation of reinforced concrete. / Fursa, T. V.; Dann, D. D.; Petrov, M. V.; Korzenok, I. N.
In: Russian Journal of Nondestructive Testing, Vol. 52, No. 8, 01.08.2016, p. 463-468.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - Effect of cyclic freezing–thawing on the parameters of electric response to elastic shock excitation of reinforced concrete
AU - Fursa, T. V.
AU - Dann, D. D.
AU - Petrov, M. V.
AU - Korzenok, I. N.
PY - 2016/8/1
Y1 - 2016/8/1
N2 - 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.
AB - 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.
KW - cyclic freezing–thawing
KW - diagnostic criteria
KW - electric response to shock action
KW - nondestructive testing
KW - reinforced concrete
UR - http://www.scopus.com/inward/record.url?scp=84991728453&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84991728453&partnerID=8YFLogxK
U2 - 10.1134/S1061830916080052
DO - 10.1134/S1061830916080052
M3 - Article
VL - 52
SP - 463
EP - 468
JO - Russian Journal of Nondestructive Testing
JF - Russian Journal of Nondestructive Testing
SN - 1061-8309
IS - 8
ER -