The assessment of crack formation processes in reinforced concrete under uniaxial compression by parameters of the electric response to mechanical impact

Bibliografiske detaljer
Parent link:Progress In Electromagnetics Research Symposium - Spring (PIERS).— 2017.— [P. 2699-2702]
Hovedforfatter: Fursa T. V. Tatyana Viktorovna
Institution som forfatter: Национальный исследовательский Томский политехнический университет (ТПУ) Институт неразрушающего контроля (ИНК) Проблемная научно-исследовательская лаборатория электроники, диэлектриков и полупроводников (ПНИЛ ЭДиП)
Andre forfattere: Petrov M. V. Maksim Vyacheslavovich, Dann D. D. Denis Dmitrievich
Summary:Title screen
Studies of change dependencies of electric response parameters to mechanical impact under uniaxial compression of concrete reinforced by steel and fibreglass reinforcement have been carried out. The studies have shown that the next changes of parameters can be used as diagnostic criteria for evaluation of crack formation processes in reinforced concrete: the increasing of the energy attenuation coefficient of electric response; decreasing of the maximum correlation coefficient between signals spectra registered prior to and during the process of mechanical load; and step increasing of frequency shift value at which maximum correlation coefficient is observed.
Режим доступа: по договору с организацией-держателем ресурса
Sprog:engelsk
Udgivet: 2017
Fag:
Online adgang:https://doi.org/10.1109/PIERS.2017.8262209
Format: Electronisk Book Chapter
KOHA link:https://koha.lib.tpu.ru/cgi-bin/koha/opac-detail.pl?biblionumber=659736

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