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

T. V. Fursa, D. D. Dann, M. V. Petrov, I. N. Korzenok

Research output: Contribution to journalArticle

6 Citations (Scopus)

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 languageEnglish
Pages (from-to)463-468
Number of pages6
JournalRussian Journal of Nondestructive Testing
Volume52
Issue number8
DOIs
Publication statusPublished - 1 Aug 2016

Fingerprint

Reinforced concrete
shock
Steel fibers
glass fibers
deterioration
Autocorrelation
Glass fibers
autocorrelation
excitation
Deterioration
steels
Temperature
temperature
fiberglass

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 journalArticle

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