Modelling the behavior of fiber-reinforced concrete with low-modulus fibers under load

Modelling the behavior of fiber-reinforced concrete with low-modulus fibers under load

In this work was carried out a study the purpose of which was the development of physical and mechanical modeling of the processes of deformation and destruction of fiber-reinforced concrete. The process of deformation and the mechanism of destruction of fiber-reinforced concrete reinforced with low...

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Main Authors: Pukharenko Yury V., Panteleev Dmitrii A., Zhavoronkov Mikhail I., Kostrikin Maxim P., Mujtaba Eshanzada Said
Format: Article
Language:English
Published: EDP Sciences 2020-01-01
Series:MATEC Web of Conferences
Online Access:https://www.matec-conferences.org/articles/matecconf/pdf/2020/25/matecconf_icmtmte2020_04002.pdf
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spelling doaj-5884046246e744529d622400c08674b92021-04-02T19:03:58ZengEDP SciencesMATEC Web of Conferences2261-236X2020-01-013290400210.1051/matecconf/202032904002matecconf_icmtmte2020_04002Modelling the behavior of fiber-reinforced concrete with low-modulus fibers under loadPukharenko Yury V.0Panteleev Dmitrii A.1Zhavoronkov Mikhail I.2Kostrikin Maxim P.3Mujtaba Eshanzada Said4Saint Petersburg State University of Architecture and Civil Engineering, Department of Technology of Construction Materials and MetrologySaint Petersburg State University of Architecture and Civil Engineering, Department of Technology of Construction Materials and MetrologySaint Petersburg State University of Architecture and Civil Engineering, Department of Technology of Construction Materials and MetrologySaint Petersburg State University of Architecture and Civil Engineering, Department of Technology of Construction Materials and MetrologyPolytechnical University of KabulIn this work was carried out a study the purpose of which was the development of physical and mechanical modeling of the processes of deformation and destruction of fiber-reinforced concrete. The process of deformation and the mechanism of destruction of fiber-reinforced concrete reinforced with low-modulus polypropylene fibers have been investigated. The method has been improved and the characteristic of adhesion of polypropylene fiber to the matrix has been determined. Theoretical models for forecasting the behavior of fiber-reinforced concrete reinforced with polypropylene fiber under load have been developed.https://www.matec-conferences.org/articles/matecconf/pdf/2020/25/matecconf_icmtmte2020_04002.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Pukharenko Yury V.
Panteleev Dmitrii A.
Zhavoronkov Mikhail I.
Kostrikin Maxim P.
Mujtaba Eshanzada Said
spellingShingle Pukharenko Yury V.
Panteleev Dmitrii A.
Zhavoronkov Mikhail I.
Kostrikin Maxim P.
Mujtaba Eshanzada Said
Modelling the behavior of fiber-reinforced concrete with low-modulus fibers under load
MATEC Web of Conferences
author_facet Pukharenko Yury V.
Panteleev Dmitrii A.
Zhavoronkov Mikhail I.
Kostrikin Maxim P.
Mujtaba Eshanzada Said
author_sort Pukharenko Yury V.
title Modelling the behavior of fiber-reinforced concrete with low-modulus fibers under load
title_short Modelling the behavior of fiber-reinforced concrete with low-modulus fibers under load
title_full Modelling the behavior of fiber-reinforced concrete with low-modulus fibers under load
title_fullStr Modelling the behavior of fiber-reinforced concrete with low-modulus fibers under load
title_full_unstemmed Modelling the behavior of fiber-reinforced concrete with low-modulus fibers under load
title_sort modelling the behavior of fiber-reinforced concrete with low-modulus fibers under load
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2020-01-01
description In this work was carried out a study the purpose of which was the development of physical and mechanical modeling of the processes of deformation and destruction of fiber-reinforced concrete. The process of deformation and the mechanism of destruction of fiber-reinforced concrete reinforced with low-modulus polypropylene fibers have been investigated. The method has been improved and the characteristic of adhesion of polypropylene fiber to the matrix has been determined. Theoretical models for forecasting the behavior of fiber-reinforced concrete reinforced with polypropylene fiber under load have been developed.
url https://www.matec-conferences.org/articles/matecconf/pdf/2020/25/matecconf_icmtmte2020_04002.pdf
work_keys_str_mv AT pukharenkoyuryv modellingthebehavioroffiberreinforcedconcretewithlowmodulusfibersunderload
AT panteleevdmitriia modellingthebehavioroffiberreinforcedconcretewithlowmodulusfibersunderload
AT zhavoronkovmikhaili modellingthebehavioroffiberreinforcedconcretewithlowmodulusfibersunderload
AT kostrikinmaximp modellingthebehavioroffiberreinforcedconcretewithlowmodulusfibersunderload
AT mujtabaeshanzadasaid modellingthebehavioroffiberreinforcedconcretewithlowmodulusfibersunderload
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