Basalt-polypropylene fiber reinforced concrete for durable and sustainable pipe production. Part 1: experimental program

This is the peer reviewed version of the following article: [ Deng, Z, Liu, X, Chen, P, et al. Basalt-polypropylene fiber reinforced concrete for durable and sustainable pipe production. Part 1: Experimental program. Structural Concrete. 2022; 23: 311– 327. https://doi.org/10.1002/suco.202000759], w...

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Autores: Deng, Zhiyun, Liu, Xinrong, Chen, Peng, Fuente Antequera, Albert de la|||0000-0002-8016-1677, Zhou, Xiaohan, Liang, Ninghui, Han, Yafeng, Du, Libing
Tipo de recurso: artículo
Fecha de publicación:2022
País:España
Institución:Universitat Politècnica de Catalunya (UPC)
Repositorio:UPCommons. Portal del coneixement obert de la UPC
Idioma:inglés
OAI Identifier:oai:upcommons.upc.edu:2117/363898
Acceso en línea:https://hdl.handle.net/2117/363898
https://dx.doi.org/10.1002/suco.202000759
Access Level:acceso abierto
Palabra clave:Pipe, Concrete
Basalt-polypropylene fiber reinforced concrete
Fiber reinforced concrete pipe
Mechanical response
Post-cracking strength
Three-edge bearing test
Canonades de formigó
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
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spelling Basalt-polypropylene fiber reinforced concrete for durable and sustainable pipe production. Part 1: experimental programDeng, ZhiyunLiu, XinrongChen, PengFuente Antequera, Albert de la|||0000-0002-8016-1677Zhou, XiaohanLiang, NinghuiHan, YafengDu, LibingPipe, ConcreteBasalt-polypropylene fiber reinforced concreteFiber reinforced concrete pipeMechanical responsePost-cracking strengthThree-edge bearing testCanonades de formigóÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigóThis is the peer reviewed version of the following article: [ Deng, Z, Liu, X, Chen, P, et al. Basalt-polypropylene fiber reinforced concrete for durable and sustainable pipe production. Part 1: Experimental program. Structural Concrete. 2022; 23: 311– 327. https://doi.org/10.1002/suco.202000759], which has been published in final form at https://onlinelibrary.wiley.com/doi/abs/10.1002/suco.202000759. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-Archiving.An experimental program consisting in producing and testing reinforced concrete pipes (RCPs) under the three-edge bearing tests considering different types of reinforcement was carried out. Four types of RCPs were produced, these reinforced with: (1) polypropylene macrofibers; (2) basalt microfibers; (3) combination of both (hybrid reinforcement); and (4) plain concrete. The analysis of the crack patterns and both service and ultimate mechanical responses allowed concluding that the use of fibers do not lead to an effective increase of the first cracking load; however, both types of fibers allowed a better crack width control respect to the standard RCP. In this regard, basalt microfiber reinforced concrete led to a better response caused by concentrated loads (jacketing) whilst polypropylene macrofibers increased the concrete pipe performance in terms of bearing capacity and flexural crack control. The hybrid fiber reinforced concrete was found to be the most suitable alternative for increasing the load bearing capacity and the crack width control for service loads. These incipient experimental results permit to conclude that this type of hybrid basalt-polypropylene fiber reinforced concretes are an interesting alternative to traditional steel-cage RCPs.This work is supported by the National Key Research and Development Program of China (2018YFC1504802), Natural Science Foundation Project of Chongqing, Chongqing Science and Technology Commission (cstc2018jscxmszdX0071), Postgraduate Research Innovation Project of Chongqing (CYS19005, CYS18026). In addition, Prof. Albert de la Fuente also wants to express his gratitude to the Spanish Ministry of Science and Innovation for the financial support received under the scope of the project CREEF (PID2019-108978RB-C32).Peer ReviewedWiley (John Wiley & Sons)20222022-02-0120222022-03-10journal articlehttp://purl.org/coar/resource_type/c_6501AMhttp://purl.org/coar/version/c_ab4af688f83e57aainfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/2117/363898https://dx.doi.org/10.1002/suco.202000759reponame:UPCommons. Portal del coneixement obert de la UPCinstname:Universitat Politècnica de Catalunya (UPC)InglésengAgencia Estatal de Investigación http://doi.org/10.13039/501100011033 Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020 PID2019-108978RB-C32 FLUENCIA Y FATIGA EN ELEMENTOS ESTRUCTURALES DE HORMIGON REFORZADO CON FIBRASopen accesshttp://purl.org/coar/access_right/c_abf2info:eu-repo/semantics/openAccessoai:upcommons.upc.edu:2117/3638982026-05-27T15:37:01Z
dc.title.none.fl_str_mv Basalt-polypropylene fiber reinforced concrete for durable and sustainable pipe production. Part 1: experimental program
title Basalt-polypropylene fiber reinforced concrete for durable and sustainable pipe production. Part 1: experimental program
spellingShingle Basalt-polypropylene fiber reinforced concrete for durable and sustainable pipe production. Part 1: experimental program
Deng, Zhiyun
Pipe, Concrete
Basalt-polypropylene fiber reinforced concrete
Fiber reinforced concrete pipe
Mechanical response
Post-cracking strength
Three-edge bearing test
Canonades de formigó
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
title_short Basalt-polypropylene fiber reinforced concrete for durable and sustainable pipe production. Part 1: experimental program
title_full Basalt-polypropylene fiber reinforced concrete for durable and sustainable pipe production. Part 1: experimental program
title_fullStr Basalt-polypropylene fiber reinforced concrete for durable and sustainable pipe production. Part 1: experimental program
title_full_unstemmed Basalt-polypropylene fiber reinforced concrete for durable and sustainable pipe production. Part 1: experimental program
title_sort Basalt-polypropylene fiber reinforced concrete for durable and sustainable pipe production. Part 1: experimental program
dc.creator.none.fl_str_mv Deng, Zhiyun
Liu, Xinrong
Chen, Peng
Fuente Antequera, Albert de la|||0000-0002-8016-1677
Zhou, Xiaohan
Liang, Ninghui
Han, Yafeng
Du, Libing
author Deng, Zhiyun
author_facet Deng, Zhiyun
Liu, Xinrong
Chen, Peng
Fuente Antequera, Albert de la|||0000-0002-8016-1677
Zhou, Xiaohan
Liang, Ninghui
Han, Yafeng
Du, Libing
author_role author
author2 Liu, Xinrong
Chen, Peng
Fuente Antequera, Albert de la|||0000-0002-8016-1677
Zhou, Xiaohan
Liang, Ninghui
Han, Yafeng
Du, Libing
author2_role author
author
author
author
author
author
author
dc.subject.none.fl_str_mv Pipe, Concrete
Basalt-polypropylene fiber reinforced concrete
Fiber reinforced concrete pipe
Mechanical response
Post-cracking strength
Three-edge bearing test
Canonades de formigó
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
topic Pipe, Concrete
Basalt-polypropylene fiber reinforced concrete
Fiber reinforced concrete pipe
Mechanical response
Post-cracking strength
Three-edge bearing test
Canonades de formigó
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
description This is the peer reviewed version of the following article: [ Deng, Z, Liu, X, Chen, P, et al. Basalt-polypropylene fiber reinforced concrete for durable and sustainable pipe production. Part 1: Experimental program. Structural Concrete. 2022; 23: 311– 327. https://doi.org/10.1002/suco.202000759], which has been published in final form at https://onlinelibrary.wiley.com/doi/abs/10.1002/suco.202000759. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-Archiving.
publishDate 2022
dc.date.none.fl_str_mv 2022
2022-02-01
2022
2022-03-10
dc.type.none.fl_str_mv journal article
http://purl.org/coar/resource_type/c_6501
AM
http://purl.org/coar/version/c_ab4af688f83e57aa
dc.type.openaire.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv https://hdl.handle.net/2117/363898
https://dx.doi.org/10.1002/suco.202000759
url https://hdl.handle.net/2117/363898
https://dx.doi.org/10.1002/suco.202000759
dc.language.none.fl_str_mv Inglés
eng
language_invalid_str_mv Inglés
language eng
dc.relation.none.fl_str_mv Agencia Estatal de Investigación http://doi.org/10.13039/501100011033 Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020 PID2019-108978RB-C32 FLUENCIA Y FATIGA EN ELEMENTOS ESTRUCTURALES DE HORMIGON REFORZADO CON FIBRAS
dc.rights.none.fl_str_mv open access
http://purl.org/coar/access_right/c_abf2
dc.rights.openaire.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv open access
http://purl.org/coar/access_right/c_abf2
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Wiley (John Wiley & Sons)
publisher.none.fl_str_mv Wiley (John Wiley & Sons)
dc.source.none.fl_str_mv reponame:UPCommons. Portal del coneixement obert de la UPC
instname:Universitat Politècnica de Catalunya (UPC)
instname_str Universitat Politècnica de Catalunya (UPC)
reponame_str UPCommons. Portal del coneixement obert de la UPC
collection UPCommons. Portal del coneixement obert de la UPC
repository.name.fl_str_mv
repository.mail.fl_str_mv
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