Flexural Behavior of Textile-Reinforced Concrete

This paper deals with the flexural behaviour of textile-reinforced concrete (TRC). Two samples of TRC made of high strength reinforcing fabrics made of glass and carbon rovings were produced. Three-point bending test was carried out to examine the flexural performance of the developed samples. The m...

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Main Authors: Volkova Anna, Paykov Alexey, Semenov Sergey, Stolyarov Oleg, Melnikov Boris
Format: Article
Language:English
Published: EDP Sciences 2016-01-01
Series:MATEC Web of Conferences
Online Access:http://dx.doi.org/10.1051/matecconf/20165301016
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author Volkova Anna
Paykov Alexey
Semenov Sergey
Stolyarov Oleg
Melnikov Boris
author_facet Volkova Anna
Paykov Alexey
Semenov Sergey
Stolyarov Oleg
Melnikov Boris
author_sort Volkova Anna
collection DOAJ
description This paper deals with the flexural behaviour of textile-reinforced concrete (TRC). Two samples of TRC made of high strength reinforcing fabrics made of glass and carbon rovings were produced. Three-point bending test was carried out to examine the flexural performance of the developed samples. The maximum flexural strength and reinforcement efficiency were calculated. Experimental results showed that that all types of applied fabric reinforcement contributed to increases strength as compared to nonreinforced concrete. Furthermore, the deformation behavior of reinforced concrete was analyzed. The advantage is in higher residual load-bearing capacity, which allows maintaining the integrity of the structure.
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spelling doaj.art-156e350f0b5547beb53d29b7fccf30282022-12-21T23:38:57ZengEDP SciencesMATEC Web of Conferences2261-236X2016-01-01530101610.1051/matecconf/20165301016matecconf_spbwosce2016_01016Flexural Behavior of Textile-Reinforced ConcreteVolkova Anna0Paykov Alexey1Semenov Sergey2Stolyarov Oleg3Melnikov Boris4Peter the Great St.Petersburg Polytechnic UniversityPeter the Great St.Petersburg Polytechnic UniversityPeter the Great St.Petersburg Polytechnic UniversityPeter the Great St.Petersburg Polytechnic UniversityPeter the Great St.Petersburg Polytechnic UniversityThis paper deals with the flexural behaviour of textile-reinforced concrete (TRC). Two samples of TRC made of high strength reinforcing fabrics made of glass and carbon rovings were produced. Three-point bending test was carried out to examine the flexural performance of the developed samples. The maximum flexural strength and reinforcement efficiency were calculated. Experimental results showed that that all types of applied fabric reinforcement contributed to increases strength as compared to nonreinforced concrete. Furthermore, the deformation behavior of reinforced concrete was analyzed. The advantage is in higher residual load-bearing capacity, which allows maintaining the integrity of the structure.http://dx.doi.org/10.1051/matecconf/20165301016
spellingShingle Volkova Anna
Paykov Alexey
Semenov Sergey
Stolyarov Oleg
Melnikov Boris
Flexural Behavior of Textile-Reinforced Concrete
MATEC Web of Conferences
title Flexural Behavior of Textile-Reinforced Concrete
title_full Flexural Behavior of Textile-Reinforced Concrete
title_fullStr Flexural Behavior of Textile-Reinforced Concrete
title_full_unstemmed Flexural Behavior of Textile-Reinforced Concrete
title_short Flexural Behavior of Textile-Reinforced Concrete
title_sort flexural behavior of textile reinforced concrete
url http://dx.doi.org/10.1051/matecconf/20165301016
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AT paykovalexey flexuralbehavioroftextilereinforcedconcrete
AT semenovsergey flexuralbehavioroftextilereinforcedconcrete
AT stolyarovoleg flexuralbehavioroftextilereinforcedconcrete
AT melnikovboris flexuralbehavioroftextilereinforcedconcrete