Thermo-mechanical behavior of fire insulated fiber-reinforced polymer (FRP) strengthened reinforced concrete square column

Fiber-reinforced polymer (FRP), a polymer matrix composite material, has been established as one of the possible techniques to strengthen concrete beams in flexure and shear. It has demonstrated good performance in retrofitting and repairing deteriorated reinforced concrete (RC) structures. However,...

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Published in:Asian Journal of Civil Engineering
Main Author: Sobia A.Q.; Afifudin H.; Hamidah M.S.; Azmi I.
Format: Article
Language:English
Published: Springer Science and Business Media Deutschland GmbH 2022
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85129332955&doi=10.1007%2fs42107-022-00442-y&partnerID=40&md5=0e722e92185ea45d22ecc90d37db547b
id 2-s2.0-85129332955
spelling 2-s2.0-85129332955
Sobia A.Q.; Afifudin H.; Hamidah M.S.; Azmi I.
Thermo-mechanical behavior of fire insulated fiber-reinforced polymer (FRP) strengthened reinforced concrete square column
2022
Asian Journal of Civil Engineering
23
4
10.1007/s42107-022-00442-y
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85129332955&doi=10.1007%2fs42107-022-00442-y&partnerID=40&md5=0e722e92185ea45d22ecc90d37db547b
Fiber-reinforced polymer (FRP), a polymer matrix composite material, has been established as one of the possible techniques to strengthen concrete beams in flexure and shear. It has demonstrated good performance in retrofitting and repairing deteriorated reinforced concrete (RC) structures. However, FRP has the tendency to lose bond with the substrate due to the low glass transition (Tg) of its matrix polymer. Currently, very little information regarding to fire endurance of FRP-strengthened RC square column and the performance for insulated FRP-strengthened RC has also not been clearly addressed. This paper presents a full-scale fire resistance experiment on unstrengthened (bare) and Carbon Fiber-Reinforced Plastic (CFRP) strengthened RC with and without insulator column specimens. Ultra-high-performance fiber-reinforced cement composite (UHPFRCC) material composed of high alumina cement (HAC) and ground granulated blast slag (GGBS) in equal proportion was used to insulate the bare RC column and the column strengthened with CFRP. Two types of UHPFRCC cladding skin with one contained only polypropylene (PP) and another one with hybrid containing PP and basalt fibers were adopted. A comparison was made between the fire endurance characteristic between strengthened and unstrengthened; those with UHPFRCC insulated and those without insulator. It was found that CFRP-strengthened columns failed 15 minutes later than the unstrengthened column. In a nutshell, the developed UHPFRCC made of equal proportion of HAC, GGBS containing only 1% PP fibers improved the fire endurance of unstrengthened and CFRP-strengthened RC column significantly. © 2022, The Author(s), under exclusive licence to Springer Nature Switzerland AG.
Springer Science and Business Media Deutschland GmbH
15630854
English
Article

author Sobia A.Q.; Afifudin H.; Hamidah M.S.; Azmi I.
spellingShingle Sobia A.Q.; Afifudin H.; Hamidah M.S.; Azmi I.
Thermo-mechanical behavior of fire insulated fiber-reinforced polymer (FRP) strengthened reinforced concrete square column
author_facet Sobia A.Q.; Afifudin H.; Hamidah M.S.; Azmi I.
author_sort Sobia A.Q.; Afifudin H.; Hamidah M.S.; Azmi I.
title Thermo-mechanical behavior of fire insulated fiber-reinforced polymer (FRP) strengthened reinforced concrete square column
title_short Thermo-mechanical behavior of fire insulated fiber-reinforced polymer (FRP) strengthened reinforced concrete square column
title_full Thermo-mechanical behavior of fire insulated fiber-reinforced polymer (FRP) strengthened reinforced concrete square column
title_fullStr Thermo-mechanical behavior of fire insulated fiber-reinforced polymer (FRP) strengthened reinforced concrete square column
title_full_unstemmed Thermo-mechanical behavior of fire insulated fiber-reinforced polymer (FRP) strengthened reinforced concrete square column
title_sort Thermo-mechanical behavior of fire insulated fiber-reinforced polymer (FRP) strengthened reinforced concrete square column
publishDate 2022
container_title Asian Journal of Civil Engineering
container_volume 23
container_issue 4
doi_str_mv 10.1007/s42107-022-00442-y
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85129332955&doi=10.1007%2fs42107-022-00442-y&partnerID=40&md5=0e722e92185ea45d22ecc90d37db547b
description Fiber-reinforced polymer (FRP), a polymer matrix composite material, has been established as one of the possible techniques to strengthen concrete beams in flexure and shear. It has demonstrated good performance in retrofitting and repairing deteriorated reinforced concrete (RC) structures. However, FRP has the tendency to lose bond with the substrate due to the low glass transition (Tg) of its matrix polymer. Currently, very little information regarding to fire endurance of FRP-strengthened RC square column and the performance for insulated FRP-strengthened RC has also not been clearly addressed. This paper presents a full-scale fire resistance experiment on unstrengthened (bare) and Carbon Fiber-Reinforced Plastic (CFRP) strengthened RC with and without insulator column specimens. Ultra-high-performance fiber-reinforced cement composite (UHPFRCC) material composed of high alumina cement (HAC) and ground granulated blast slag (GGBS) in equal proportion was used to insulate the bare RC column and the column strengthened with CFRP. Two types of UHPFRCC cladding skin with one contained only polypropylene (PP) and another one with hybrid containing PP and basalt fibers were adopted. A comparison was made between the fire endurance characteristic between strengthened and unstrengthened; those with UHPFRCC insulated and those without insulator. It was found that CFRP-strengthened columns failed 15 minutes later than the unstrengthened column. In a nutshell, the developed UHPFRCC made of equal proportion of HAC, GGBS containing only 1% PP fibers improved the fire endurance of unstrengthened and CFRP-strengthened RC column significantly. © 2022, The Author(s), under exclusive licence to Springer Nature Switzerland AG.
publisher Springer Science and Business Media Deutschland GmbH
issn 15630854
language English
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