Effect of carbon nanotubes on the bonding mechanism of non-corrosive reinforcements to concrete

This study aimed to assess the impact of waterborne pre-dispersed multiwall carbon nanotubes (MWCNTs) at a concentration of 0.2 wt % on the bond strength between concrete and non-corrosive reinforcements, including stainless steel (SS), glass fiber reinforced polymers (GFRP), and basalt fiber reinfo...

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Main Author: Alaa, Taha (author)
Other Authors: Alnahhal, Wael (author), Irshidat, Mohammed (author)
Format: article
Published: 2024
Subjects:
Online Access:http://dx.doi.org/10.1016/j.istruc.2024.105952
https://www.sciencedirect.com/science/article/pii/S2352012424001048
http://hdl.handle.net/10576/53924
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author Alaa, Taha
author2 Alnahhal, Wael
Irshidat, Mohammed
author2_role author
author
author_facet Alaa, Taha
Alnahhal, Wael
Irshidat, Mohammed
author_role author
dc.creator.none.fl_str_mv Alaa, Taha
Alnahhal, Wael
Irshidat, Mohammed
dc.date.none.fl_str_mv 2024-04-17T06:41:46Z
2024-01-30
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv http://dx.doi.org/10.1016/j.istruc.2024.105952
Taha, A., Alnahhal, W., & Irshidat, M. (2024, February). Effect of carbon nanotubes on the bonding mechanism of non-corrosive reinforcements to concrete. In Structures (Vol. 60, p. 105952). Elsevier.
https://www.sciencedirect.com/science/article/pii/S2352012424001048
http://hdl.handle.net/10576/53924
60
2352-0124
dc.language.none.fl_str_mv en
dc.publisher.none.fl_str_mv Elsevier
dc.rights.none.fl_str_mv http://creativecommons.org/licenses/by/4.0/
info:eu-repo/semantics/openAccess
dc.subject.none.fl_str_mv Carbon nanotubes
Bond
Concrete
Non-corrosive reinforcements
Basalt
FRP bars
dc.title.none.fl_str_mv Effect of carbon nanotubes on the bonding mechanism of non-corrosive reinforcements to concrete
dc.type.none.fl_str_mv Article
info:eu-repo/semantics/publishedVersion
info:eu-repo/semantics/article
description This study aimed to assess the impact of waterborne pre-dispersed multiwall carbon nanotubes (MWCNTs) at a concentration of 0.2 wt % on the bond strength between concrete and non-corrosive reinforcements, including stainless steel (SS), glass fiber reinforced polymers (GFRP), and basalt fiber reinforced polymers (BFRP) bars. Additionally, the study examined the influence of MWCNTs on the compressive and flexural tensile strengths of concrete. Various factors, including the type of reinforcement bar, concrete composition, and surface treatment of fiber-reinforced polymers (FRP) bars, were investigated to analyze their effects on bond behavior and development length. Through testing 30 pullout specimens, parameters including maximum bond strength, normalized bond strength, failure mode, and bar slippage under maximum bond stress were evaluated. Results showed a slight reduction in bond strength, minor improvement in normalized bond strength, increased development length of FRP bars, and decreased reinforcement slippage associated with the ultimate bond stress when MWCNTs were incorporated into the concrete mixture. Furthermore, the study calibrated two established analytical models, namely the CMR and BPE models, to account for the specific properties of the reinforcement bars and concrete materials used.
eu_rights_str_mv openAccess
format article
id qu_f35d40810f98788cf33d56425ea9d11f
identifier_str_mv Taha, A., Alnahhal, W., & Irshidat, M. (2024, February). Effect of carbon nanotubes on the bonding mechanism of non-corrosive reinforcements to concrete. In Structures (Vol. 60, p. 105952). Elsevier.
60
2352-0124
language_invalid_str_mv en
network_acronym_str qu
network_name_str Qatar University repository
oai_identifier_str oai:qspace.qu.edu.qa:10576/53924
publishDate 2024
publisher.none.fl_str_mv Elsevier
repository.mail.fl_str_mv
repository.name.fl_str_mv
repository_id_str
rights_invalid_str_mv http://creativecommons.org/licenses/by/4.0/
spelling Effect of carbon nanotubes on the bonding mechanism of non-corrosive reinforcements to concreteAlaa, TahaAlnahhal, WaelIrshidat, MohammedCarbon nanotubesBondConcreteNon-corrosive reinforcementsBasaltFRP barsThis study aimed to assess the impact of waterborne pre-dispersed multiwall carbon nanotubes (MWCNTs) at a concentration of 0.2 wt % on the bond strength between concrete and non-corrosive reinforcements, including stainless steel (SS), glass fiber reinforced polymers (GFRP), and basalt fiber reinforced polymers (BFRP) bars. Additionally, the study examined the influence of MWCNTs on the compressive and flexural tensile strengths of concrete. Various factors, including the type of reinforcement bar, concrete composition, and surface treatment of fiber-reinforced polymers (FRP) bars, were investigated to analyze their effects on bond behavior and development length. Through testing 30 pullout specimens, parameters including maximum bond strength, normalized bond strength, failure mode, and bar slippage under maximum bond stress were evaluated. Results showed a slight reduction in bond strength, minor improvement in normalized bond strength, increased development length of FRP bars, and decreased reinforcement slippage associated with the ultimate bond stress when MWCNTs were incorporated into the concrete mixture. Furthermore, the study calibrated two established analytical models, namely the CMR and BPE models, to account for the specific properties of the reinforcement bars and concrete materials used.The financial support provided by Qatar Foundation (GSRA grant no. GSRA7-1-0419-20019 ) and Qatar University (grant no. QUST-1-CENG-2019-26 ). Open Access funding provided by the Qatar National Library .Elsevier2024-04-17T06:41:46Z2024-01-30Articleinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://dx.doi.org/10.1016/j.istruc.2024.105952Taha, A., Alnahhal, W., & Irshidat, M. (2024, February). Effect of carbon nanotubes on the bonding mechanism of non-corrosive reinforcements to concrete. In Structures (Vol. 60, p. 105952). Elsevier.https://www.sciencedirect.com/science/article/pii/S2352012424001048http://hdl.handle.net/10576/53924602352-0124enhttp://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/openAccessoai:qspace.qu.edu.qa:10576/539242025-05-25T09:31:17Z
spellingShingle Effect of carbon nanotubes on the bonding mechanism of non-corrosive reinforcements to concrete
Alaa, Taha
Carbon nanotubes
Bond
Concrete
Non-corrosive reinforcements
Basalt
FRP bars
status_str publishedVersion
title Effect of carbon nanotubes on the bonding mechanism of non-corrosive reinforcements to concrete
title_full Effect of carbon nanotubes on the bonding mechanism of non-corrosive reinforcements to concrete
title_fullStr Effect of carbon nanotubes on the bonding mechanism of non-corrosive reinforcements to concrete
title_full_unstemmed Effect of carbon nanotubes on the bonding mechanism of non-corrosive reinforcements to concrete
title_short Effect of carbon nanotubes on the bonding mechanism of non-corrosive reinforcements to concrete
title_sort Effect of carbon nanotubes on the bonding mechanism of non-corrosive reinforcements to concrete
topic Carbon nanotubes
Bond
Concrete
Non-corrosive reinforcements
Basalt
FRP bars
url http://dx.doi.org/10.1016/j.istruc.2024.105952
https://www.sciencedirect.com/science/article/pii/S2352012424001048
http://hdl.handle.net/10576/53924