Diagnostics of Fibre-Reinforced Concrete by the Nondestructive Method Based on Mechanoelectric Transformations Phenomenon; Materials Science Forum; Vol. 970 : Modern Problems in Materials Processing, Manufacturing, Testing and Quality Assurance II

Bibliografiska uppgifter
Parent link:Materials Science Forum: Scientific Journal
Vol. 970 : Modern Problems in Materials Processing, Manufacturing, Testing and Quality Assurance II.— 2019.— [P. 236-241]
Huvudupphovsman: Petrov M. V. Maksim Vyacheslavovich
Institutionell upphovsman: Национальный исследовательский Томский политехнический университет Институт неразрушающего контроля Проблемная научно-исследовательская лаборатория электроники, диэлектриков и полупроводников
Övriga upphovsmän: Dann D. D. Denis Dmitrievich
Sammanfattning:Title screen
This article presents the results of a study of the effect of crack formation in concrete that occurs during uniaxial compression on the parameters of the electrical response under periodic impulse shock action. Researches were conducted on fibre-reinforced concrete samples and samples without reinforcement. It is shown that the method based on mechanoelectric transformations phenomenon can be equally applied to both unreinforced and fibre-reinforced concrete samples.
Режим доступа: по договору с организацией-держателем ресурса
Språk:engelska
Publicerad: 2019
Ämnen:
Länkar:https://doi.org/10.4028/www.scientific.net/MSF.970.236
Materialtyp: Elektronisk Bokavsnitt
KOHA link:https://koha.lib.tpu.ru/cgi-bin/koha/opac-detail.pl?biblionumber=660935
Beskrivning
Sammanfattning:Title screen
This article presents the results of a study of the effect of crack formation in concrete that occurs during uniaxial compression on the parameters of the electrical response under periodic impulse shock action. Researches were conducted on fibre-reinforced concrete samples and samples without reinforcement. It is shown that the method based on mechanoelectric transformations phenomenon can be equally applied to both unreinforced and fibre-reinforced concrete samples.
Режим доступа: по договору с организацией-держателем ресурса
DOI:10.4028/www.scientific.net/MSF.970.236