Relation between damage processes of reinforced concrete under uniaxial compression and electric response to pulsed mechanical impact

Bibliographic Details
Parent link:Procedia Structural Integrity
Vol. 10 : 1st International Conference of the Greek Society of Experimental Mechanics of Materials,Athens, May 10-12, 2018.— 2018.— [P. 303-310]
Main Author: Petrov M. V. Maksim Vyacheslavovich
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
Summary:Title screen
The main regularities of the relation between the actual destruction of reinforced concrete samples under uniaxial compression and the characteristics of fracture mechanics and indirect physical parameters are investigated in this work. Studies of samples with different types of reinforcement and different strength of concrete are carried out. Destruction stages of reinforced concrete under uniaxial compression are established and the corresponding diagnostic criteria of evaluation are proposed. The evaluation procedure is based on measuring the electric response to a weak mechanical impact. Measurements of the electric response are carried out periodically during a gradual increase of external load. Analysis of signals in the time and frequency domain is the basis of the algorithm used for evaluating the degradation processes of reinforced concrete under uniaxial compression
Published: 2018
Subjects:
Online Access:http://earchive.tpu.ru/handle/11683/57311
https://doi.org/10.1016/j.prostr.2018.09.042
Format: Electronic Book Chapter
KOHA link:https://koha.lib.tpu.ru/cgi-bin/koha/opac-detail.pl?biblionumber=661346