Abstract
The paper proposes a contactless method for assessing damages in concrete under cyclic freeze-thawing. Different sized concrete blocks with various types of aggregates (gravel, crushed stone) were researched. The evaluation procedure is based on the measurement of electrical response to impact excitation. Signal analysis in the time and frequency domain is the basis for the estimation algorithm of damages in concrete. Experimental results showed that the proposed method can be used to monitor the evolution of damage in concrete with freeze-thaw cycling. The proposed method is more effective for estimation of the concrete damage during freezing-thawing cycling in comparison with acoustic method.
| Original language | English |
|---|---|
| Pages (from-to) | 182-189 |
| Number of pages | 8 |
| Journal | Construction and Building Materials |
| Volume | 102 |
| DOIs | |
| Publication status | Published - 15 Jan 2016 |
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Keywords
- Concrete
- Freeze-thaw damage
- Mechanoelectrical transformations
- Nondestructive testing
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- Materials Science(all)
Cite this
Evaluation of freeze-thaw damage in concrete by the parameters of electric response under impact excitation. / Fursa, T. V.; Dann, D. D.; Osipov, Konstantin Yurievich.
In: Construction and Building Materials, Vol. 102, 15.01.2016, p. 182-189.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - Evaluation of freeze-thaw damage in concrete by the parameters of electric response under impact excitation
AU - Fursa, T. V.
AU - Dann, D. D.
AU - Osipov, Konstantin Yurievich
PY - 2016/1/15
Y1 - 2016/1/15
N2 - The paper proposes a contactless method for assessing damages in concrete under cyclic freeze-thawing. Different sized concrete blocks with various types of aggregates (gravel, crushed stone) were researched. The evaluation procedure is based on the measurement of electrical response to impact excitation. Signal analysis in the time and frequency domain is the basis for the estimation algorithm of damages in concrete. Experimental results showed that the proposed method can be used to monitor the evolution of damage in concrete with freeze-thaw cycling. The proposed method is more effective for estimation of the concrete damage during freezing-thawing cycling in comparison with acoustic method.
AB - The paper proposes a contactless method for assessing damages in concrete under cyclic freeze-thawing. Different sized concrete blocks with various types of aggregates (gravel, crushed stone) were researched. The evaluation procedure is based on the measurement of electrical response to impact excitation. Signal analysis in the time and frequency domain is the basis for the estimation algorithm of damages in concrete. Experimental results showed that the proposed method can be used to monitor the evolution of damage in concrete with freeze-thaw cycling. The proposed method is more effective for estimation of the concrete damage during freezing-thawing cycling in comparison with acoustic method.
KW - Concrete
KW - Freeze-thaw damage
KW - Mechanoelectrical transformations
KW - Nondestructive testing
UR - http://www.scopus.com/inward/record.url?scp=84946121442&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84946121442&partnerID=8YFLogxK
U2 - 10.1016/j.conbuildmat.2015.10.180
DO - 10.1016/j.conbuildmat.2015.10.180
M3 - Article
AN - SCOPUS:84946121442
VL - 102
SP - 182
EP - 189
JO - Construction and Building Materials
JF - Construction and Building Materials
SN - 0950-0618
ER -