On the relationship between the parameters of the electric response to pulsed mechanical exposure and the formation of cracks in concrete

Abstract

The relationship between the parameters of acoustic emissions and the electric response to pulsed mechanical excitation of high-density concrete and the stages of deflected mode that is formed by external compressive loadings was studied. It was established that the attenuation coefficient of the electric-response energy increases considerably when a concrete sample passes from elastic deformation into the fracturing zone.

Original language	English
Pages (from-to)	548-552
Number of pages	5
Journal	Russian Journal of Nondestructive Testing
Volume	50
Issue number	9
DOIs	https://doi.org/10.1134/S1061830914090058
Publication status	Published - 2014

Keywords

and attenuation coefficient
concrete
deflected mode
electric response to impact excitation
fracturing
unidirectional compression

ASJC Scopus subject areas

Mechanical Engineering
Mechanics of Materials
Condensed Matter Physics
Materials Science(all)

Access to Document

10.1134/S1061830914090058

Fingerprint Dive into the research topics of 'On the relationship between the parameters of the electric response to pulsed mechanical exposure and the formation of cracks in concrete'. Together they form a unique fingerprint.

Cite this

@article{d5403ccbe3a249caa8d6ac1a9d2eaeea,

title = "On the relationship between the parameters of the electric response to pulsed mechanical exposure and the formation of cracks in concrete",

abstract = "The relationship between the parameters of acoustic emissions and the electric response to pulsed mechanical excitation of high-density concrete and the stages of deflected mode that is formed by external compressive loadings was studied. It was established that the attenuation coefficient of the electric-response energy increases considerably when a concrete sample passes from elastic deformation into the fracturing zone.",

keywords = "and attenuation coefficient, concrete, deflected mode, electric response to impact excitation, fracturing, unidirectional compression",

author = "Fursa, {T. V.} and Dann, {D. D.} and Demikhova, {A. A.}",

year = "2014",

doi = "10.1134/S1061830914090058",

language = "English",

volume = "50",

pages = "548--552",

journal = "Russian Journal of Nondestructive Testing",

issn = "1061-8309",

publisher = "Maik Nauka-Interperiodica Publishing",

number = "9",

}

TY - JOUR

T1 - On the relationship between the parameters of the electric response to pulsed mechanical exposure and the formation of cracks in concrete

AU - Fursa, T. V.

AU - Dann, D. D.

AU - Demikhova, A. A.

PY - 2014

Y1 - 2014

N2 - The relationship between the parameters of acoustic emissions and the electric response to pulsed mechanical excitation of high-density concrete and the stages of deflected mode that is formed by external compressive loadings was studied. It was established that the attenuation coefficient of the electric-response energy increases considerably when a concrete sample passes from elastic deformation into the fracturing zone.

AB - The relationship between the parameters of acoustic emissions and the electric response to pulsed mechanical excitation of high-density concrete and the stages of deflected mode that is formed by external compressive loadings was studied. It was established that the attenuation coefficient of the electric-response energy increases considerably when a concrete sample passes from elastic deformation into the fracturing zone.

KW - and attenuation coefficient

KW - concrete

KW - deflected mode

KW - electric response to impact excitation

KW - fracturing

KW - unidirectional compression

UR - http://www.scopus.com/inward/record.url?scp=84919916193&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=84919916193&partnerID=8YFLogxK

U2 - 10.1134/S1061830914090058

DO - 10.1134/S1061830914090058

M3 - Article

AN - SCOPUS:84919916193

VL - 50

SP - 548

EP - 552

JO - Russian Journal of Nondestructive Testing

JF - Russian Journal of Nondestructive Testing

SN - 1061-8309

IS - 9