Abstract
We present results of studying the spatial variation of parameters of the electrical response to a weak impact under stepwise loading of concrete beams reinforced with steel rods. It is proposed to use the following diagnostic parameters to characterize the presence of a defective area in reinforced beams: the maximum coefficient of correlation between the spectrum of electrical signal after stepwise loading and the original spectrum; the frequency shift for which the maximum correlation coefficient is observed; the coefficient of correlation between the spectrum of signal at the current loading stage and the signal spectrum at the previous stage; and the center of gravity of the spectrum. The proposed method can be used to locate the defective area in reinforced concrete under bending conditions.
| Original language | English |
|---|---|
| Pages (from-to) | 293-298 |
| Number of pages | 6 |
| Journal | Russian Journal of Nondestructive Testing |
| Volume | 55 |
| Issue number | 4 |
| DOIs | |
| Publication status | Published - 1 Apr 2019 |
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Keywords
- defective area
- electrical response to impact
- nondestructive testing
- phased bending loading
- reinforced concrete
ASJC Scopus subject areas
- Materials Science(all)
- Condensed Matter Physics
- Mechanics of Materials
- Mechanical Engineering
Cite this
Developing a Nondestructive Method for Revealing Defective Areas in Reinforced Concrete Under Bending Conditions. / Fursa, T. V.; Petrov, M. V.; Dann, D. D.
In: Russian Journal of Nondestructive Testing, Vol. 55, No. 4, 01.04.2019, p. 293-298.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - Developing a Nondestructive Method for Revealing Defective Areas in Reinforced Concrete Under Bending Conditions
AU - Fursa, T. V.
AU - Petrov, M. V.
AU - Dann, D. D.
PY - 2019/4/1
Y1 - 2019/4/1
N2 - We present results of studying the spatial variation of parameters of the electrical response to a weak impact under stepwise loading of concrete beams reinforced with steel rods. It is proposed to use the following diagnostic parameters to characterize the presence of a defective area in reinforced beams: the maximum coefficient of correlation between the spectrum of electrical signal after stepwise loading and the original spectrum; the frequency shift for which the maximum correlation coefficient is observed; the coefficient of correlation between the spectrum of signal at the current loading stage and the signal spectrum at the previous stage; and the center of gravity of the spectrum. The proposed method can be used to locate the defective area in reinforced concrete under bending conditions.
AB - We present results of studying the spatial variation of parameters of the electrical response to a weak impact under stepwise loading of concrete beams reinforced with steel rods. It is proposed to use the following diagnostic parameters to characterize the presence of a defective area in reinforced beams: the maximum coefficient of correlation between the spectrum of electrical signal after stepwise loading and the original spectrum; the frequency shift for which the maximum correlation coefficient is observed; the coefficient of correlation between the spectrum of signal at the current loading stage and the signal spectrum at the previous stage; and the center of gravity of the spectrum. The proposed method can be used to locate the defective area in reinforced concrete under bending conditions.
KW - defective area
KW - electrical response to impact
KW - nondestructive testing
KW - phased bending loading
KW - reinforced concrete
UR - http://www.scopus.com/inward/record.url?scp=85067860476&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85067860476&partnerID=8YFLogxK
U2 - 10.1134/S1061830919040065
DO - 10.1134/S1061830919040065
M3 - Article
AN - SCOPUS:85067860476
VL - 55
SP - 293
EP - 298
JO - Russian Journal of Nondestructive Testing
JF - Russian Journal of Nondestructive Testing
SN - 1061-8309
IS - 4
ER -