Investigation on the behaviour of reinforced concrete columns made of high-strength concrete, enclosed with GRP casing and CFRP sheets

This paper presents the results of an axial pressure test on reinforced concrete columns made of high-strength concrete, which are encapsulated using a glass-fiber reinforced plastic pipes (GRP) and also with fiber reinforced polymer (FRP). The purpose of this study was to investigate the load beari...

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Autores principales: Fathollah Sajedi, Mohsen Shafieinia, Vahid Razavi Toosi
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Publicado: Iranian Society of Structrual Engineering (ISSE) 2021
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Acceso en línea:https://doaj.org/article/a56cef30234740ccba7f9dcb06d21733
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spelling oai:doaj.org-article:a56cef30234740ccba7f9dcb06d217332021-11-08T15:53:27ZInvestigation on the behaviour of reinforced concrete columns made of high-strength concrete, enclosed with GRP casing and CFRP sheets2476-39772538-261610.22065/jsce.2018.138470.1602https://doaj.org/article/a56cef30234740ccba7f9dcb06d217332021-01-01T00:00:00Zhttps://www.jsce.ir/article_77137_64653f108ec8887ac88d8333bed2c53a.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616This paper presents the results of an axial pressure test on reinforced concrete columns made of high-strength concrete, which are encapsulated using a glass-fiber reinforced plastic pipes (GRP) and also with fiber reinforced polymer (FRP). The purpose of this study was to investigate the load bearing behavior of concrete columns enclosed with GRP casings and CFRP composites under compressive loads. In this research, the effect of using the GRP casings, CFRP sheets, and also the number of CFRP layers has been investigated. In this research, six circular reinforced concrete columns were manufactured from high-strength concrete, half of columns (group 1) had a GRP casing and the other half (group 2) without casing. From each group, a column had no CFRP reinforcement layer, a column with one layer and another column with two layers of CFRP reinforcement. All columns were tested under concentrated compressive force. The results showed that the use of CFRP sheets and GRP casings improved the compressive strength and durability of the reinforced columns. The addition of a layer and two layers of CFRP increased an average of 10.2% and 24.8% in compressive strength, while the use of a GRP casing increased averagely 3.83 times in compressive strength of the columns. The results indicate that although the CFRP sheets and the GRP casings are both enclosed, the GRP casings, due to their greater enclosure, have a much greater effect on the compressive strength and the ductility of the reinforced concrete columns.Fathollah SajediMohsen ShafieiniaVahid Razavi ToosiIranian Society of Structrual Engineering (ISSE)articlereinforced concrete columnhigh-strength concretegrp casingcfrp sheetaxial forceductilityBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 7, Iss 4, Pp 202-219 (2021)
institution DOAJ
collection DOAJ
language FA
topic reinforced concrete column
high-strength concrete
grp casing
cfrp sheet
axial force
ductility
Bridge engineering
TG1-470
Building construction
TH1-9745
spellingShingle reinforced concrete column
high-strength concrete
grp casing
cfrp sheet
axial force
ductility
Bridge engineering
TG1-470
Building construction
TH1-9745
Fathollah Sajedi
Mohsen Shafieinia
Vahid Razavi Toosi
Investigation on the behaviour of reinforced concrete columns made of high-strength concrete, enclosed with GRP casing and CFRP sheets
description This paper presents the results of an axial pressure test on reinforced concrete columns made of high-strength concrete, which are encapsulated using a glass-fiber reinforced plastic pipes (GRP) and also with fiber reinforced polymer (FRP). The purpose of this study was to investigate the load bearing behavior of concrete columns enclosed with GRP casings and CFRP composites under compressive loads. In this research, the effect of using the GRP casings, CFRP sheets, and also the number of CFRP layers has been investigated. In this research, six circular reinforced concrete columns were manufactured from high-strength concrete, half of columns (group 1) had a GRP casing and the other half (group 2) without casing. From each group, a column had no CFRP reinforcement layer, a column with one layer and another column with two layers of CFRP reinforcement. All columns were tested under concentrated compressive force. The results showed that the use of CFRP sheets and GRP casings improved the compressive strength and durability of the reinforced columns. The addition of a layer and two layers of CFRP increased an average of 10.2% and 24.8% in compressive strength, while the use of a GRP casing increased averagely 3.83 times in compressive strength of the columns. The results indicate that although the CFRP sheets and the GRP casings are both enclosed, the GRP casings, due to their greater enclosure, have a much greater effect on the compressive strength and the ductility of the reinforced concrete columns.
format article
author Fathollah Sajedi
Mohsen Shafieinia
Vahid Razavi Toosi
author_facet Fathollah Sajedi
Mohsen Shafieinia
Vahid Razavi Toosi
author_sort Fathollah Sajedi
title Investigation on the behaviour of reinforced concrete columns made of high-strength concrete, enclosed with GRP casing and CFRP sheets
title_short Investigation on the behaviour of reinforced concrete columns made of high-strength concrete, enclosed with GRP casing and CFRP sheets
title_full Investigation on the behaviour of reinforced concrete columns made of high-strength concrete, enclosed with GRP casing and CFRP sheets
title_fullStr Investigation on the behaviour of reinforced concrete columns made of high-strength concrete, enclosed with GRP casing and CFRP sheets
title_full_unstemmed Investigation on the behaviour of reinforced concrete columns made of high-strength concrete, enclosed with GRP casing and CFRP sheets
title_sort investigation on the behaviour of reinforced concrete columns made of high-strength concrete, enclosed with grp casing and cfrp sheets
publisher Iranian Society of Structrual Engineering (ISSE)
publishDate 2021
url https://doaj.org/article/a56cef30234740ccba7f9dcb06d21733
work_keys_str_mv AT fathollahsajedi investigationonthebehaviourofreinforcedconcretecolumnsmadeofhighstrengthconcreteenclosedwithgrpcasingandcfrpsheets
AT mohsenshafieinia investigationonthebehaviourofreinforcedconcretecolumnsmadeofhighstrengthconcreteenclosedwithgrpcasingandcfrpsheets
AT vahidrazavitoosi investigationonthebehaviourofreinforcedconcretecolumnsmadeofhighstrengthconcreteenclosedwithgrpcasingandcfrpsheets
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