Concrete with nanomaterials and fibers for self-monitoring of strain and cracking subjected to flexure

Detalhes bibliográficos
Autor(a) principal: Ding, Y.
Data de Publicação: 2018
Outros Autores: Liu, G., Han, Z., Pacheco-Torgal, F., Costa, António Augusto Veloso de
Idioma: eng
Título da fonte: Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
Texto Completo: https://hdl.handle.net/1822/58973
Resumo: The nano-carbon black (NCB) and conductive fibers were added as multiple conductive materials to produce the electric conductive and ductile concrete. The effect of the NCB, CF and SF on the workability of fresh concrete was analyzed, the relationships between the FCR and the strain of initial geometrical neutral axis (IGNA) were established, and the self-sensing ability to the load-deflection process and cracking behavior of triphasic conductive concrete beam subjected to bending were investigated. The relationship between the fractional change in surface resistance (FCR) and the crack opening displacement (COD) of conductive concrete beams has been established. The results showed that the relationship between the FCR and the IGNA strain can be described by the First Order Exponential Decay function, and the slope of this function can reflect the sensitivity of the conductive concrete. A linearly correlation between FCR and COD was observed.
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spelling Concrete with nanomaterials and fibers for self-monitoring of strain and cracking subjected to flexureCarbon fiberNano carbon blackSteel fiberStrain sensingFractional change in resistanceSelf-diagnosing of crackThe nano-carbon black (NCB) and conductive fibers were added as multiple conductive materials to produce the electric conductive and ductile concrete. The effect of the NCB, CF and SF on the workability of fresh concrete was analyzed, the relationships between the FCR and the strain of initial geometrical neutral axis (IGNA) were established, and the self-sensing ability to the load-deflection process and cracking behavior of triphasic conductive concrete beam subjected to bending were investigated. The relationship between the fractional change in surface resistance (FCR) and the crack opening displacement (COD) of conductive concrete beams has been established. The results showed that the relationship between the FCR and the IGNA strain can be described by the First Order Exponential Decay function, and the slope of this function can reflect the sensitivity of the conductive concrete. A linearly correlation between FCR and COD was observed.(undefined)info:eu-repo/semantics/publishedVersionElsevierUniversidade do MinhoDing, Y.Liu, G.Han, Z.Pacheco-Torgal, F.Costa, António Augusto Veloso de2018-112018-11-01T00:00:00Zbook partinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://hdl.handle.net/1822/58973engDing Y., Liu G., Han Z., Pacheco-Torgal F. Concrete with nanomaterials and fibers for self-monitoring of strain and cracking subjected to flexure, Nanotechnology in Eco-efficient Construction - Second Edition, pp. 261-279, doi:10.1016/B978-0-08-102641-0.00012-8, 2018978008102641010.1016/B978-0-08-102641-0.00012-8info:eu-repo/semantics/openAccessreponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiainstacron:RCAAP2025-04-12T03:58:04Zoai:repositorium.sdum.uminho.pt:1822/58973Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-28T14:47:22.126187Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiafalse
dc.title.none.fl_str_mv Concrete with nanomaterials and fibers for self-monitoring of strain and cracking subjected to flexure
title Concrete with nanomaterials and fibers for self-monitoring of strain and cracking subjected to flexure
spellingShingle Concrete with nanomaterials and fibers for self-monitoring of strain and cracking subjected to flexure
Ding, Y.
Carbon fiber
Nano carbon black
Steel fiber
Strain sensing
Fractional change in resistance
Self-diagnosing of crack
title_short Concrete with nanomaterials and fibers for self-monitoring of strain and cracking subjected to flexure
title_full Concrete with nanomaterials and fibers for self-monitoring of strain and cracking subjected to flexure
title_fullStr Concrete with nanomaterials and fibers for self-monitoring of strain and cracking subjected to flexure
title_full_unstemmed Concrete with nanomaterials and fibers for self-monitoring of strain and cracking subjected to flexure
title_sort Concrete with nanomaterials and fibers for self-monitoring of strain and cracking subjected to flexure
author Ding, Y.
author_facet Ding, Y.
Liu, G.
Han, Z.
Pacheco-Torgal, F.
Costa, António Augusto Veloso de
author_role author
author2 Liu, G.
Han, Z.
Pacheco-Torgal, F.
Costa, António Augusto Veloso de
author2_role author
author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Ding, Y.
Liu, G.
Han, Z.
Pacheco-Torgal, F.
Costa, António Augusto Veloso de
dc.subject.por.fl_str_mv Carbon fiber
Nano carbon black
Steel fiber
Strain sensing
Fractional change in resistance
Self-diagnosing of crack
topic Carbon fiber
Nano carbon black
Steel fiber
Strain sensing
Fractional change in resistance
Self-diagnosing of crack
description The nano-carbon black (NCB) and conductive fibers were added as multiple conductive materials to produce the electric conductive and ductile concrete. The effect of the NCB, CF and SF on the workability of fresh concrete was analyzed, the relationships between the FCR and the strain of initial geometrical neutral axis (IGNA) were established, and the self-sensing ability to the load-deflection process and cracking behavior of triphasic conductive concrete beam subjected to bending were investigated. The relationship between the fractional change in surface resistance (FCR) and the crack opening displacement (COD) of conductive concrete beams has been established. The results showed that the relationship between the FCR and the IGNA strain can be described by the First Order Exponential Decay function, and the slope of this function can reflect the sensitivity of the conductive concrete. A linearly correlation between FCR and COD was observed.
publishDate 2018
dc.date.none.fl_str_mv 2018-11
2018-11-01T00:00:00Z
dc.type.driver.fl_str_mv book part
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://hdl.handle.net/1822/58973
url https://hdl.handle.net/1822/58973
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Ding Y., Liu G., Han Z., Pacheco-Torgal F. Concrete with nanomaterials and fibers for self-monitoring of strain and cracking subjected to flexure, Nanotechnology in Eco-efficient Construction - Second Edition, pp. 261-279, doi:10.1016/B978-0-08-102641-0.00012-8, 2018
9780081026410
10.1016/B978-0-08-102641-0.00012-8
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Elsevier
publisher.none.fl_str_mv Elsevier
dc.source.none.fl_str_mv reponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia
instacron:RCAAP
instname_str FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia
instacron_str RCAAP
institution RCAAP
reponame_str Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
collection Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
repository.name.fl_str_mv Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia
repository.mail.fl_str_mv info@rcaap.pt
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