Разработка метода контроля прочности контакта арматуры с бетоном по параметрам электрического отклика на ударное возбуждение; Перспективы развития фундаментальных наук

Detalles Bibliográficos
Parent link:Перспективы развития фундаментальных наук.— 2013.— [С. 713-715]
Autor principal: Мормоев А. Е.
Autor Corporativo: Национальный исследовательский Томский политехнический университет (ТПУ) Институт неразрушающего контроля (ИНК) Проблемная научно-исследовательская лаборатория электроники, диэлектриков и полупроводников (ПНИЛ ЭДиП)
Otros Autores: Фурса Т. В. Татьяна Викторовна (научный руководитель)
Sumario:Заглавие с экрана
It is showed the results of reinforcement-concrete contact quality influence on the parametres of an electric response at elastic shock excitation. The researches carried out on a reinforced concrete laboratory models. Models represented as a samples of heavy concrete at a size of 100х100х100 mm with a metal stick inside in the center with a diameter of 10 mm and length of 120 mm. Artificial degradation of contact quality was reached by greasing a reinforcing stick with an oil. The methodics of reinforcement-concrete contact adhesive strength determination in the studied models reinforced concrete models is offered. It is established that contact strength changing does not lead to significant change of signal amplitude, but conducts to appreciable change spectral peaks ratio of electric responses.
Lenguaje:ruso
Publicado: 2013
Colección:Технология
Materias:
Acceso en línea:http://www.lib.tpu.ru/fulltext/c/2013/C21/241.pdf
Formato: Electrónico Capítulo de libro
KOHA link:https://koha.lib.tpu.ru/cgi-bin/koha/opac-detail.pl?biblionumber=603928
Descripción
Descripción Física:1 файл(508 Кб)
Sumario:Заглавие с экрана
It is showed the results of reinforcement-concrete contact quality influence on the parametres of an electric response at elastic shock excitation. The researches carried out on a reinforced concrete laboratory models. Models represented as a samples of heavy concrete at a size of 100х100х100 mm with a metal stick inside in the center with a diameter of 10 mm and length of 120 mm. Artificial degradation of contact quality was reached by greasing a reinforcing stick with an oil. The methodics of reinforcement-concrete contact adhesive strength determination in the studied models reinforced concrete models is offered. It is established that contact strength changing does not lead to significant change of signal amplitude, but conducts to appreciable change spectral peaks ratio of electric responses.