Numerical and experimental studies of bent elements of basalt fiber reinforced concrete with prestressed glass composite reinforcement under static and short-term dynamic loads

Numerical and experimental studies of bent elements of basalt fiber reinforced concrete with prestressed glass composite reinforcement under static and short-term dynamic loads

The article shows studies of bending basalt fiber reinforced concrete elements with pre-stressed glass composite reinforcement under static and short-term dynamic effects. Main results of numerical and experimental studies are presented. It is experimentally established and theoretically confirmed t...

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Main Authors: Plevkov Vasilii, Kudyakov Konstantin
Format: Article
Language:English
Published: EDP Sciences 2019-01-01
Series:EPJ Web of Conferences
Online Access:https://www.epj-conferences.org/articles/epjconf/pdf/2019/26/epjconf_epps2018_01026.pdf
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spelling doaj-dae052e409c64f56b83652cebf4d3c402021-08-02T09:32:40ZengEDP SciencesEPJ Web of Conferences2100-014X2019-01-012210102610.1051/epjconf/201922101026epjconf_epps2018_01026Numerical and experimental studies of bent elements of basalt fiber reinforced concrete with prestressed glass composite reinforcement under static and short-term dynamic loadsPlevkov Vasilii0Kudyakov Konstantin1Tomsk State University of Architecture and Building, Department of Reinforced Concrete and Masonry StructuresTomsk State University of Architecture and Building, Department of Reinforced Concrete and Masonry StructuresThe article shows studies of bending basalt fiber reinforced concrete elements with pre-stressed glass composite reinforcement under static and short-term dynamic effects. Main results of numerical and experimental studies are presented. It is experimentally established and theoretically confirmed that a significant increase in the strength and crack resistance of the normal sections of concrete bent elements is observed when using basalt fiber reinforcement and pre-stressed glass composite reinforcement.https://www.epj-conferences.org/articles/epjconf/pdf/2019/26/epjconf_epps2018_01026.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Plevkov Vasilii
Kudyakov Konstantin
spellingShingle Plevkov Vasilii
Kudyakov Konstantin
Numerical and experimental studies of bent elements of basalt fiber reinforced concrete with prestressed glass composite reinforcement under static and short-term dynamic loads
EPJ Web of Conferences
author_facet Plevkov Vasilii
Kudyakov Konstantin
author_sort Plevkov Vasilii
title Numerical and experimental studies of bent elements of basalt fiber reinforced concrete with prestressed glass composite reinforcement under static and short-term dynamic loads
title_short Numerical and experimental studies of bent elements of basalt fiber reinforced concrete with prestressed glass composite reinforcement under static and short-term dynamic loads
title_full Numerical and experimental studies of bent elements of basalt fiber reinforced concrete with prestressed glass composite reinforcement under static and short-term dynamic loads
title_fullStr Numerical and experimental studies of bent elements of basalt fiber reinforced concrete with prestressed glass composite reinforcement under static and short-term dynamic loads
title_full_unstemmed Numerical and experimental studies of bent elements of basalt fiber reinforced concrete with prestressed glass composite reinforcement under static and short-term dynamic loads
title_sort numerical and experimental studies of bent elements of basalt fiber reinforced concrete with prestressed glass composite reinforcement under static and short-term dynamic loads
publisher EDP Sciences
series EPJ Web of Conferences
issn 2100-014X
publishDate 2019-01-01
description The article shows studies of bending basalt fiber reinforced concrete elements with pre-stressed glass composite reinforcement under static and short-term dynamic effects. Main results of numerical and experimental studies are presented. It is experimentally established and theoretically confirmed that a significant increase in the strength and crack resistance of the normal sections of concrete bent elements is observed when using basalt fiber reinforcement and pre-stressed glass composite reinforcement.
url https://www.epj-conferences.org/articles/epjconf/pdf/2019/26/epjconf_epps2018_01026.pdf
work_keys_str_mv AT plevkovvasilii numericalandexperimentalstudiesofbentelementsofbasaltfiberreinforcedconcretewithprestressedglasscompositereinforcementunderstaticandshorttermdynamicloads
AT kudyakovkonstantin numericalandexperimentalstudiesofbentelementsofbasaltfiberreinforcedconcretewithprestressedglasscompositereinforcementunderstaticandshorttermdynamicloads
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