Abstract
Studies of the transformation and attenuation of spectral components of electric responses to the elastic impact excitation of a concrete sample with artificial fractures of different depths are carried out. A generalized criterion for determining the depth of open fractures in concrete is proposed based on the analysis of results using the correlation and time-frequency analysis.
| Original language | English |
|---|---|
| Pages (from-to) | 347-353 |
| Number of pages | 7 |
| Journal | Russian Journal of Nondestructive Testing |
| Volume | 49 |
| Issue number | 6 |
| DOIs | |
| Publication status | Published - 1 Jun 2013 |
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Keywords
- concrete
- fractures
- mechanoelectric transformations
- nondestructive testing
ASJC Scopus subject areas
- Mechanical Engineering
- Mechanics of Materials
- Condensed Matter Physics
- Materials Science(all)
Cite this
A method for determining the depth of concrete surface fractures by electric response to elastic impact excitation. / Fursa, T. V.; Osipov, Konstantin Yurievich.
In: Russian Journal of Nondestructive Testing, Vol. 49, No. 6, 01.06.2013, p. 347-353.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - A method for determining the depth of concrete surface fractures by electric response to elastic impact excitation
AU - Fursa, T. V.
AU - Osipov, Konstantin Yurievich
PY - 2013/6/1
Y1 - 2013/6/1
N2 - Studies of the transformation and attenuation of spectral components of electric responses to the elastic impact excitation of a concrete sample with artificial fractures of different depths are carried out. A generalized criterion for determining the depth of open fractures in concrete is proposed based on the analysis of results using the correlation and time-frequency analysis.
AB - Studies of the transformation and attenuation of spectral components of electric responses to the elastic impact excitation of a concrete sample with artificial fractures of different depths are carried out. A generalized criterion for determining the depth of open fractures in concrete is proposed based on the analysis of results using the correlation and time-frequency analysis.
KW - concrete
KW - fractures
KW - mechanoelectric transformations
KW - nondestructive testing
UR - http://www.scopus.com/inward/record.url?scp=84885090571&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84885090571&partnerID=8YFLogxK
U2 - 10.1134/S106183091306003X
DO - 10.1134/S106183091306003X
M3 - Article
VL - 49
SP - 347
EP - 353
JO - Russian Journal of Nondestructive Testing
JF - Russian Journal of Nondestructive Testing
SN - 1061-8309
IS - 6
ER -