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

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

Détails bibliographiques
Parent link:Progress In Electromagnetics Research Symposium - Spring (PIERS).— 2017.— [P. 2699-2702]
Auteur principal: Fursa T. V. Tatyana Viktorovna
Collectivité auteur: Национальный исследовательский Томский политехнический университет (ТПУ) Институт неразрушающего контроля (ИНК) Проблемная научно-исследовательская лаборатория электроники, диэлектриков и полупроводников (ПНИЛ ЭДиП)
Autres auteurs: Petrov M. V. Maksim Vyacheslavovich, Dann D. D. Denis Dmitrievich
Résumé: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
Langue:anglais
Publié: 2017
Sujets:
электронный ресурс
труды учёных ТПУ
concrete
correlation
steel
loading
electromagnetics
springs
attenuation
бетон
корреляции
сталь
загрузка
электромагнетизм
пружины
ослабление
Accès en ligne:https://doi.org/10.1109/PIERS.2017.8262209
Format: Électronique Chapitre de livre
KOHA link:https://koha.lib.tpu.ru/cgi-bin/koha/opac-detail.pl?biblionumber=659736

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