Carrying capacity of reinforced concrete columns, reinforced with collars from fiber-reinforced plastics, with little dynamic loads

The article presents the results of experimental studies of the carrier ability, longitudinal and transverse deformations of reinforced concrete columns, reinforced clips made of fiber-reinforced plastics, with a few repeated loads. Dependences of residual strength after cyclic compressive forces ar...

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Main Authors: Bespaev Aliy, Kuralov Ulan
Format: Article
Language:English
Published: EDP Sciences 2023-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/08/e3sconf_afe2023_03060.pdf
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author Bespaev Aliy
Kuralov Ulan
author_facet Bespaev Aliy
Kuralov Ulan
author_sort Bespaev Aliy
collection DOAJ
description The article presents the results of experimental studies of the carrier ability, longitudinal and transverse deformations of reinforced concrete columns, reinforced clips made of fiber-reinforced plastics, with a few repeated loads. Dependences of residual strength after cyclic compressive forces are obtained. Are given suggestions for acceptable deformation values of fiber-reinforced plastics, as well as proposals for calculation and design.
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spelling doaj.art-b6965aa9fffd4e33a2725724fa501b922023-03-09T11:17:29ZengEDP SciencesE3S Web of Conferences2267-12422023-01-013710306010.1051/e3sconf/202337103060e3sconf_afe2023_03060Carrying capacity of reinforced concrete columns, reinforced with collars from fiber-reinforced plastics, with little dynamic loadsBespaev Aliy0Kuralov Ulan1Kazakh Research and Design Institute of Construction and architectureKazakh Research and Design Institute of Construction and architectureThe article presents the results of experimental studies of the carrier ability, longitudinal and transverse deformations of reinforced concrete columns, reinforced clips made of fiber-reinforced plastics, with a few repeated loads. Dependences of residual strength after cyclic compressive forces are obtained. Are given suggestions for acceptable deformation values of fiber-reinforced plastics, as well as proposals for calculation and design.https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/08/e3sconf_afe2023_03060.pdf
spellingShingle Bespaev Aliy
Kuralov Ulan
Carrying capacity of reinforced concrete columns, reinforced with collars from fiber-reinforced plastics, with little dynamic loads
E3S Web of Conferences
title Carrying capacity of reinforced concrete columns, reinforced with collars from fiber-reinforced plastics, with little dynamic loads
title_full Carrying capacity of reinforced concrete columns, reinforced with collars from fiber-reinforced plastics, with little dynamic loads
title_fullStr Carrying capacity of reinforced concrete columns, reinforced with collars from fiber-reinforced plastics, with little dynamic loads
title_full_unstemmed Carrying capacity of reinforced concrete columns, reinforced with collars from fiber-reinforced plastics, with little dynamic loads
title_short Carrying capacity of reinforced concrete columns, reinforced with collars from fiber-reinforced plastics, with little dynamic loads
title_sort carrying capacity of reinforced concrete columns reinforced with collars from fiber reinforced plastics with little dynamic loads
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/08/e3sconf_afe2023_03060.pdf
work_keys_str_mv AT bespaevaliy carryingcapacityofreinforcedconcretecolumnsreinforcedwithcollarsfromfiberreinforcedplasticswithlittledynamicloads
AT kuralovulan carryingcapacityofreinforcedconcretecolumnsreinforcedwithcollarsfromfiberreinforcedplasticswithlittledynamicloads