Influence of concrete-reinforcement bond quality on the process of fracture due to uniaxial compression. Fracture detection; Nondestructive Testing and Evaluation; Vol. 33, iss. 4

Bibliographic Details
Parent link:Nondestructive Testing and Evaluation
Vol. 33, iss. 4.— 2018.— [P. 347-360]
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, Petrov M. V. Maksim Vyacheslavovich, Osipov K. Yu. Konstantin Yurjevich, Dann D. D. Denis Dmitrievich, Sokolovsky A. N. Aleksey Nikolaevich
Summary:Title screen
Mechanical behaviour of reinforced structures to a great extent depends on the quality of the concrete-reinforcement bond. This article studies the influence of concrete-reinforcement bond quality on the process of fracture due to uniaxial compression. The relationship between the characteristics of the concrete-reinforcement interface and the distribution of internal stresses under compressive load has been studied based on physical and computational simulation. A good agreement between experimental and theoretical results has been shown. Consistent patterns of the influence of the concrete-reinforcement bond quality on the parameters of the electric response to mechanical impact during a gradual increase in the external compressive load have been established. Criteria for evaluating the concrete-reinforcement bond quality and predicting the reinforced concrete fracture have been proposed.
Language:English
Published: 2018
Subjects:
Online Access:https://doi.org/10.1080/10589759.2018.1484918
Format: Electronic Book Chapter
KOHA link:https://koha.lib.tpu.ru/cgi-bin/koha/opac-detail.pl?biblionumber=664787

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330 |a Mechanical behaviour of reinforced structures to a great extent depends on the quality of the concrete-reinforcement bond. This article studies the influence of concrete-reinforcement bond quality on the process of fracture due to uniaxial compression. The relationship between the characteristics of the concrete-reinforcement interface and the distribution of internal stresses under compressive load has been studied based on physical and computational simulation. A good agreement between experimental and theoretical results has been shown. Consistent patterns of the influence of the concrete-reinforcement bond quality on the parameters of the electric response to mechanical impact during a gradual increase in the external compressive load have been established. Criteria for evaluating the concrete-reinforcement bond quality and predicting the reinforced concrete fracture have been proposed. 
461 |t Nondestructive Testing and Evaluation 
463 |t Vol. 33, iss. 4  |v [P. 347-360]  |d 2018 
610 1 |a электронный ресурс 
610 1 |a труды учёных ТПУ 
610 1 |a concrete-reinforcement bond 
610 1 |a nondestructive testing 
610 1 |a electric response to mechanical impact 
610 1 |a numerical simulation 
610 1 |a неразрушающий контроль 
610 1 |a электрический отклик 
610 1 |a механические воздействия 
610 1 |a численное моделирование 
610 1 |a соединения 
701 1 |a Fursa  |b T. V.  |c specialist in the field of non-destructive testing  |c Leading researcher of Tomsk Polytechnic University, Doctor of technical sciences  |f 1951-  |g Tatyana Viktorovna  |3 (RuTPU)RU\TPU\pers\32190 
701 1 |a Petrov  |b M. V.  |c specialist in the field of non-destructive testing  |c Associate Scientist of Tomsk Polytechnic University  |f 1992-  |g Maksim Vyacheslavovich  |3 (RuTPU)RU\TPU\pers\36439 
701 1 |a Osipov  |b K. Yu.  |g Konstantin Yurjevich 
701 1 |a Dann  |b D. D.  |c specialist in the field of electrical engineering  |c Engineer-researcher of Tomsk Polytechnic University  |f 1987-  |g Denis Dmitrievich  |3 (RuTPU)RU\TPU\pers\32192 
701 1 |a Sokolovsky  |b A. N.  |g Aleksey Nikolaevich 
712 0 2 |a Национальный исследовательский Томский политехнический университет  |b Институт неразрушающего контроля  |b Проблемная научно-исследовательская лаборатория электроники, диэлектриков и полупроводников  |3 (RuTPU)RU\TPU\col\19033 
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