Evaluation of freeze–thaw damage in concrete by the parameters of electric response under impact excitation; Construction and Building Materials; Vol. 102, Part 1

Detalhes bibliográficos
Parent link:Construction and Building Materials: International Journal
Vol. 102, Part 1.— 2016.— [P. 639-643]
Autor principal: Fursa T. V. Tatyana Viktorovna
Autor Corporativo: Национальный исследовательский Томский политехнический университет (ТПУ) Институт неразрушающего контроля (ИНК) Проблемная научно-исследовательская лаборатория электроники, диэлектриков и полупроводников (ПНИЛ ЭДиП)
Outros Autores: Dann D. D. Denis Dmitrievich, Osipov K. Yu. Konstantin Yurjevich
Resumo:Title screen
The paper proposes a contactless method for assessing damages in concrete under cyclic freeze–thawing. Different sized concrete blocks with various types of aggregates (gravel, crushed stone) were researched. The evaluation procedure is based on the measurement of electrical response to impact excitation. Signal analysis in the time and frequency domain is the basis for the estimation algorithm of damages in concrete. Experimental results showed that the proposed method can be used to monitor the evolution of damage in concrete with freeze–thaw cycling. The proposed method is more effective for estimation of the concrete damage during freezing–thawing cycling in comparison with acoustic method.
Режим доступа: по договору с организацией-держателем ресурса
Idioma:inglês
Publicado em: 2016
Assuntos:
Acesso em linha:http://dx.doi.org/10.1016/j.conbuildmat.2015.10.180
Formato: Recurso Electrónico Capítulo de Livro
KOHA link:https://koha.lib.tpu.ru/cgi-bin/koha/opac-detail.pl?biblionumber=645896