Effect of cyclic freezing–thawing on the parameters of electric response to elastic shock excitation of reinforced concrete

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	https://doi.org/10.1134/S1061830916080052
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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10.1134/S1061830916080052

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title = "Effect of cyclic freezing–thawing on the parameters of electric response to elastic shock excitation of reinforced concrete",

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.",

keywords = "cyclic freezing–thawing, diagnostic criteria, electric response to shock action, nondestructive testing, reinforced concrete",

author = "Fursa, {T. V.} and Dann, {D. D.} and Petrov, {M. V.} and Korzenok, {I. N.}",

year = "2016",

month = aug,

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doi = "10.1134/S1061830916080052",

language = "English",

volume = "52",

pages = "463--468",

journal = "Russian Journal of Nondestructive Testing",

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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

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