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Upcycling of waste fibres: Enhancing structural integrity in 3DCP through fibre reinforcement

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Resumo:This study explores the use of low-value industrial waste fibres as reinforcement in 3D concrete printing (3DCP) to enhance mechanical performance while promoting sustainability. Traditional synthetic fibres, though effective, pose concerns regarding cost, resource depletion, and recyclability. In contrast, waste fibres from the tapestry, agro-industrial, fishing, and abattoir sectors offer a renewable, cost-effective alternative with mechanical benefits. The research evaluates these fibres' compatibility with concrete, their mechanical properties, and cost-effectiveness. It examines their effects on the fresh and hardened properties of 3D printed concrete, focusing on tensile strength, ductility, and crack resistance. Using discontinuous fibre reinforcement, the study analyses how fibre content, aspect ratio, and dispersion influence structural performance while maintaining printability and dimensional accuracy. Challenges such as fibre-matrix interactions, water absorption, and dispersion are addressed, along with potential surface treatments and chemical modifications to enhance fibre adhesion and durability in cementitious composites. The experimental methodology involves mechanical testing of fibre-reinforced printed samples to assess flexural strength. The findings demonstrate that incorporating waste fibres has a small impact on flexural performance 3D printed elements. This research provides valuable insights for designers, engineers, and construction professionals aiming to optimize structural integrity and sustainability in 3DCP. Ultimately, it supports the transition to circular and resource-efficient building materials, reinforcing additive manufacturing’s role in sustainable construction.
Autores principais:Brandão, Filipe Jorge Silva
Outros Autores:Dias, J. Pedro; Aroso, Francisca; Reis, Rui Jorge Alves Cunha; Figueiredo, Bruno; Fangueiro, Raul; Cruz, Paulo J. S.
Assunto:3DCP Natural Fibres Fibre-reinforced concrete Circularity
Ano:2026
País:Portugal
Tipo de documento:comunicação em conferência
Tipo de acesso:acesso embargado
Instituição associada:Universidade do Minho
Idioma:inglês
Origem:RepositóriUM - Universidade do Minho
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author Brandão, Filipe Jorge Silva
author2 Dias, J. Pedro
Aroso, Francisca
Reis, Rui Jorge Alves Cunha
Figueiredo, Bruno
Fangueiro, Raul
Cruz, Paulo J. S.
author2_role author
author
author
author
author
author
author_facet Brandão, Filipe Jorge Silva
Dias, J. Pedro
Aroso, Francisca
Reis, Rui Jorge Alves Cunha
Figueiredo, Bruno
Fangueiro, Raul
Cruz, Paulo J. S.
author_role author
contributor_name_str_mv Universidade do Minho
country_str PT
creators_json_txt [{\"Person.name\":\"Brandão, Filipe Jorge Silva\"},{\"Person.name\":\"Dias, J. Pedro\"},{\"Person.name\":\"Aroso, Francisca\"},{\"Person.name\":\"Reis, Rui Jorge Alves Cunha\"},{\"Person.name\":\"Figueiredo, Bruno\"},{\"Person.name\":\"Fangueiro, Raul\"},{\"Person.name\":\"Cruz, Paulo J. S.\"}]
datacite.contributors.contributor.contributorName.fl_str_mv Universidade do Minho
datacite.creators.creator.creatorName.fl_str_mv Brandão, Filipe Jorge Silva
Dias, J. Pedro
Aroso, Francisca
Reis, Rui Jorge Alves Cunha
Figueiredo, Bruno
Fangueiro, Raul
Cruz, Paulo J. S.
datacite.date.Accepted.fl_str_mv 2026-01-01T00:00:00Z
datacite.date.available.fl_str_mv 2027-01-01T00:00:00Z
datacite.date.embargoed.fl_str_mv 2027-01-01T00:00:00Z
datacite.rights.fl_str_mv http://purl.org/coar/access_right/c_f1cf
datacite.subjects.subject.fl_str_mv 3DCP
Natural Fibres
Fibre-reinforced concrete
Circularity
datacite.titles.title.fl_str_mv Upcycling of waste fibres: Enhancing structural integrity in 3DCP through fibre reinforcement
dc.contributor.none.fl_str_mv Universidade do Minho
dc.creator.none.fl_str_mv Brandão, Filipe Jorge Silva
Dias, J. Pedro
Aroso, Francisca
Reis, Rui Jorge Alves Cunha
Figueiredo, Bruno
Fangueiro, Raul
Cruz, Paulo J. S.
dc.date.Accepted.fl_str_mv 2026-01-01T00:00:00Z
dc.date.available.fl_str_mv 2027-01-01T00:00:00Z
dc.date.embargoed.fl_str_mv 2027-01-01T00:00:00Z
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv https://hdl.handle.net/1822/99128
dc.language.none.fl_str_mv eng
dc.publisher.none.fl_str_mv Springer
dc.rights.none.fl_str_mv http://purl.org/coar/access_right/c_f1cf
dc.rights.rights.copyright.fl_str_mv embargoedAccess (1 Year)
dc.subject.none.fl_str_mv 3DCP
Natural Fibres
Fibre-reinforced concrete
Circularity
dc.title.fl_str_mv Upcycling of waste fibres: Enhancing structural integrity in 3DCP through fibre reinforcement
dc.type.none.fl_str_mv http://purl.org/coar/resource_type/c_5794
description This study explores the use of low-value industrial waste fibres as reinforcement in 3D concrete printing (3DCP) to enhance mechanical performance while promoting sustainability. Traditional synthetic fibres, though effective, pose concerns regarding cost, resource depletion, and recyclability. In contrast, waste fibres from the tapestry, agro-industrial, fishing, and abattoir sectors offer a renewable, cost-effective alternative with mechanical benefits. The research evaluates these fibres' compatibility with concrete, their mechanical properties, and cost-effectiveness. It examines their effects on the fresh and hardened properties of 3D printed concrete, focusing on tensile strength, ductility, and crack resistance. Using discontinuous fibre reinforcement, the study analyses how fibre content, aspect ratio, and dispersion influence structural performance while maintaining printability and dimensional accuracy. Challenges such as fibre-matrix interactions, water absorption, and dispersion are addressed, along with potential surface treatments and chemical modifications to enhance fibre adhesion and durability in cementitious composites. The experimental methodology involves mechanical testing of fibre-reinforced printed samples to assess flexural strength. The findings demonstrate that incorporating waste fibres has a small impact on flexural performance 3D printed elements. This research provides valuable insights for designers, engineers, and construction professionals aiming to optimize structural integrity and sustainability in 3DCP. Ultimately, it supports the transition to circular and resource-efficient building materials, reinforcing additive manufacturing’s role in sustainable construction.
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fulltext.url.fl_str_mv https://repositorium.uminho.pt/bitstreams/5d7b3876-9519-407c-9b1d-65be7c63323c/download
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funding.funder.name_str_mv Fundação para a Ciência e a Tecnologia, I.P.
Fundação para a Ciência e a Tecnologia, I.P.
Fundação para a Ciência e a Tecnologia, I.P.
funding.identifier_str_mv LA/P/0132/2020
UIDB/04509/2020
UIDP/04509/2020
funding.name_str_mv Concurso para Atribuição do Estatuto e Financiamento de Laboratórios Associados (LA)
Concurso de avaliação no âmbito do Programa Plurianual de Financiamento de Unidades de I&D (2017/2018) - Financiamento Base
Concurso de avaliação no âmbito do Programa Plurianual de Financiamento de Unidades de I&D (2017/2018) - Financiamento Programático
funding_str_mv LA/P/0132/2020
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language eng
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oai_identifier_str oai:repositorium.uminho.pt:1822/99128
organization_str_mv urn:organizationAcronym:repositorium
person_str_mv Brandão, Filipe Jorge Silva
Dias, J. Pedro
Aroso, Francisca
Reis, Rui Jorge Alves Cunha
Figueiredo, Bruno
Fangueiro, Raul
Cruz, Paulo J. S.
publishDate 2026
publisher.none.fl_str_mv Springer
reponame_str RepositóriUM - Universidade do Minho
repository_id_str urn:repositoryAcronym:rum
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spelling engSpringerengThis study explores the use of low-value industrial waste fibres as reinforcement in 3D concrete printing (3DCP) to enhance mechanical performance while promoting sustainability. Traditional synthetic fibres, though effective, pose concerns regarding cost, resource depletion, and recyclability. In contrast, waste fibres from the tapestry, agro-industrial, fishing, and abattoir sectors offer a renewable, cost-effective alternative with mechanical benefits. The research evaluates these fibres' compatibility with concrete, their mechanical properties, and cost-effectiveness. It examines their effects on the fresh and hardened properties of 3D printed concrete, focusing on tensile strength, ductility, and crack resistance. Using discontinuous fibre reinforcement, the study analyses how fibre content, aspect ratio, and dispersion influence structural performance while maintaining printability and dimensional accuracy. Challenges such as fibre-matrix interactions, water absorption, and dispersion are addressed, along with potential surface treatments and chemical modifications to enhance fibre adhesion and durability in cementitious composites. The experimental methodology involves mechanical testing of fibre-reinforced printed samples to assess flexural strength. The findings demonstrate that incorporating waste fibres has a small impact on flexural performance 3D printed elements. This research provides valuable insights for designers, engineers, and construction professionals aiming to optimize structural integrity and sustainability in 3DCP. Ultimately, it supports the transition to circular and resource-efficient building materials, reinforcing additive manufacturing’s role in sustainable construction.application/pdfengUpcycling of waste fibres: Enhancing structural integrity in 3DCP through fibre reinforcementBrandão, Filipe Jorge SilvaDias, J. PedroAroso, FranciscaReis, Rui Jorge Alves CunhaFigueiredo, BrunoFangueiro, RaulCruz, Paulo J. S.HostingInstitutionOrganizationalUniversidade do Minhoe-mailmailto:repositorium@usdb.uminho.ptrepositorium@usdb.uminho.ptISBNIsPartOf9789819518210ISSNIsPartOf2366-2557DOIIsPartOf10.1007/978-981-95-1822-7_602026-012026-01-01T00:00:00Z2027-01-01T00:00:00ZHandlehttps://hdl.handle.net/1822/99128http://purl.org/coar/access_right/c_f1cfembargoed access3DCPNatural FibresFibre-reinforced concreteCircularity5799487 bytesFundação para a Ciência e a Tecnologia, I.P.Associate Laboratory for Research and Innovation in Heritage, Arts, Sustainability and Territory (LA/P/0132/2020)Concurso para Atribuição do Estatuto e Financiamento de Laboratórios Associados (LA)https://hdl.handle.net/1822/99065LA/P/0132/2020Crossref Funder IDurn:openaire:fct_________::FCTFundação para a Ciência e a Tecnologia, I.P.Landscapes, Heritage and Territory Laboratory (UIDB/04509/2020)Concurso de avaliação no âmbito do Programa Plurianual de Financiamento de Unidades de I&D (2017/2018) - Financiamento Basehttps://hdl.handle.net/1822/97679UIDB/04509/2020Crossref Funder IDurn:openaire:fct_________::FCTFundação para a Ciência e a Tecnologia, I.P.Landscapes, Heritage and Territory Laboratory (UIDP/04509/2020)Concurso de avaliação no âmbito do Programa Plurianual de Financiamento de Unidades de I&D (2017/2018) - Financiamento Programáticohttps://hdl.handle.net/1822/97680UIDP/04509/2020Crossref Funder IDurn:openaire:fct_________::FCTother research producthttp://purl.org/coar/resource_type/c_5794conference paper2026-01N/AembargoedAccess (1 Year)http://purl.org/coar/access_right/c_f1cfapplication/pdffulltexthttps://repositorium.uminho.pt/bitstreams/5d7b3876-9519-407c-9b1d-65be7c63323c/download743575583
spellingShingle Upcycling of waste fibres: Enhancing structural integrity in 3DCP through fibre reinforcement
Brandão, Filipe Jorge Silva
3DCP
Natural Fibres
Fibre-reinforced concrete
Circularity
status SINGLETON
subject.fl_str_mv 3DCP
Natural Fibres
Fibre-reinforced concrete
Circularity
title Upcycling of waste fibres: Enhancing structural integrity in 3DCP through fibre reinforcement
title_full Upcycling of waste fibres: Enhancing structural integrity in 3DCP through fibre reinforcement
title_fullStr Upcycling of waste fibres: Enhancing structural integrity in 3DCP through fibre reinforcement
title_full_unstemmed Upcycling of waste fibres: Enhancing structural integrity in 3DCP through fibre reinforcement
title_short Upcycling of waste fibres: Enhancing structural integrity in 3DCP through fibre reinforcement
title_sort Upcycling of waste fibres: Enhancing structural integrity in 3DCP through fibre reinforcement
topic 3DCP
Natural Fibres
Fibre-reinforced concrete
Circularity
topic_facet 3DCP
Natural Fibres
Fibre-reinforced concrete
Circularity
url https://hdl.handle.net/1822/99128
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