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

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

Bibliographic Details
Parent link:	Russian Journal of Nondestructive Testing Vol. 52, iss. 8.— 2016.— [P. 463–468]
Corporate Author:	Национальный исследовательский Томский политехнический университет Институт неразрушающего контроля Проблемная научно-исследовательская лаборатория электроники, диэлектриков и полупроводников
Other Authors:	Fursa T. V. Tatyana Viktorovna, Dann D. D. Denis Dmitrievich, Petrov M. V. Maksim Vyacheslavovich, Korzenok I. N. Irina Nikolaevna
Summary:	Title screen 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. Режим доступа: по договору с организацией-держателем ресурса
Published:	2016
Series:	Electrical Methods
Subjects:	электронный ресурс труды учёных ТПУ электрический отклик ударное воздействие неразрушающий контроль железобетон замораживание оттаивание диагностические критерии
Online Access:	http://dx.doi.org/10.1134/S1061830916080052
Format:	Electronic Book Chapter
KOHA link:	https://koha.lib.tpu.ru/cgi-bin/koha/opac-detail.pl?biblionumber=651327

Internet

http://dx.doi.org/10.1134/S1061830916080052