Tensile behaviour of CFRP-glass adhesively bonded connections: Double-lap joint tests and numerical modelling

Detalhes bibliográficos
Autor(a) principal: Rocha, Jorge
Data de Publicação: 2022
Outros Autores: Sena-Cruz, José, Pereira, Eduardo
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: https://hdl.handle.net/1822/89138
Resumo: Within the context of glass structures, reinforcement strategies have been recently developed to prevent catastrophic failures by promoting the composite action between components. In this regard, the behaviour of adhesively bonded connections between glass and the reinforcement plays a crucial role. This paper presents an experimental, analytical and numerical study focussing on the bond behaviour of CFRP-to-glass adhesively bonded joints, comprising annealed glass sheets and CFRP laminates bonded with two stiff adhesives and one flexible adhesive. The experimental programme included (i) mechanical characterization tests and (i) tensile tests on CFRP-to-glass double-lap joints, evaluating the influence of the type of adhesive and the overlap length. Digital image correlation (DIC) method, analytical investigations and numerical modelling were performed to determine the local bond stress-slip laws for each adhesive, aiming at providing the required information to subsequently support the design of glass structural elements. Compared to the flexible adhesive, the stiff adhesives seem to promote more favourable interaction between the adherends; however, the former is better at promoting stress redistribution mechanisms, therefore, mobilizing longer bond lengths to transfer the tensile force between adherends. Adhesives with an extremely stiff response induce high stress concentrations in small areas and, consequently, the bonding system may fail prematurely at the glass adherend governed by localized phenomena, such as the low quality of glass processing methods, the high density of surfaces flaws and localized damage during handling.
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spelling Tensile behaviour of CFRP-glass adhesively bonded connections: Double-lap joint tests and numerical modellingAnnealed glassCFRP composite materialsStiff and flexible adhesivesBond behaviourAnalytical modelNumerical simulationsEngenharia e Tecnologia::Engenharia CivilScience & TechnologyProdução e consumo sustentáveisWithin the context of glass structures, reinforcement strategies have been recently developed to prevent catastrophic failures by promoting the composite action between components. In this regard, the behaviour of adhesively bonded connections between glass and the reinforcement plays a crucial role. This paper presents an experimental, analytical and numerical study focussing on the bond behaviour of CFRP-to-glass adhesively bonded joints, comprising annealed glass sheets and CFRP laminates bonded with two stiff adhesives and one flexible adhesive. The experimental programme included (i) mechanical characterization tests and (i) tensile tests on CFRP-to-glass double-lap joints, evaluating the influence of the type of adhesive and the overlap length. Digital image correlation (DIC) method, analytical investigations and numerical modelling were performed to determine the local bond stress-slip laws for each adhesive, aiming at providing the required information to subsequently support the design of glass structural elements. Compared to the flexible adhesive, the stiff adhesives seem to promote more favourable interaction between the adherends; however, the former is better at promoting stress redistribution mechanisms, therefore, mobilizing longer bond lengths to transfer the tensile force between adherends. Adhesives with an extremely stiff response induce high stress concentrations in small areas and, consequently, the bonding system may fail prematurely at the glass adherend governed by localized phenomena, such as the low quality of glass processing methods, the high density of surfaces flaws and localized damage during handling.The first author also wishes to acknowledge the grant SFRH/BD/122428/2016, provided by Fundacao para a Ciencia e a Tecnologia, IP (FCT), financed by European Social Fund and by national funds through the FCT/MCTES. Finally, the authors also like to thank the COVIPOR Companhia Vidreira do Porto Lda., S & P Clever Reinforcement Iberica Lda. and SIKA for supplying the materials.ELSEVIER SCI LTDUniversidade do MinhoRocha, JorgeSena-Cruz, JoséPereira, Eduardo2022-03-272022-03-27T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/1822/89138eng0141-029610.1016/j.engstruct.2022.114212114212info:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2024-03-02T01:19:49Zoai:repositorium.sdum.uminho.pt:1822/89138Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T03:11:50.839821Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv Tensile behaviour of CFRP-glass adhesively bonded connections: Double-lap joint tests and numerical modelling
title Tensile behaviour of CFRP-glass adhesively bonded connections: Double-lap joint tests and numerical modelling
spellingShingle Tensile behaviour of CFRP-glass adhesively bonded connections: Double-lap joint tests and numerical modelling
Rocha, Jorge
Annealed glass
CFRP composite materials
Stiff and flexible adhesives
Bond behaviour
Analytical model
Numerical simulations
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
Produção e consumo sustentáveis
title_short Tensile behaviour of CFRP-glass adhesively bonded connections: Double-lap joint tests and numerical modelling
title_full Tensile behaviour of CFRP-glass adhesively bonded connections: Double-lap joint tests and numerical modelling
title_fullStr Tensile behaviour of CFRP-glass adhesively bonded connections: Double-lap joint tests and numerical modelling
title_full_unstemmed Tensile behaviour of CFRP-glass adhesively bonded connections: Double-lap joint tests and numerical modelling
title_sort Tensile behaviour of CFRP-glass adhesively bonded connections: Double-lap joint tests and numerical modelling
author Rocha, Jorge
author_facet Rocha, Jorge
Sena-Cruz, José
Pereira, Eduardo
author_role author
author2 Sena-Cruz, José
Pereira, Eduardo
author2_role author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Rocha, Jorge
Sena-Cruz, José
Pereira, Eduardo
dc.subject.por.fl_str_mv Annealed glass
CFRP composite materials
Stiff and flexible adhesives
Bond behaviour
Analytical model
Numerical simulations
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
Produção e consumo sustentáveis
topic Annealed glass
CFRP composite materials
Stiff and flexible adhesives
Bond behaviour
Analytical model
Numerical simulations
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
Produção e consumo sustentáveis
description Within the context of glass structures, reinforcement strategies have been recently developed to prevent catastrophic failures by promoting the composite action between components. In this regard, the behaviour of adhesively bonded connections between glass and the reinforcement plays a crucial role. This paper presents an experimental, analytical and numerical study focussing on the bond behaviour of CFRP-to-glass adhesively bonded joints, comprising annealed glass sheets and CFRP laminates bonded with two stiff adhesives and one flexible adhesive. The experimental programme included (i) mechanical characterization tests and (i) tensile tests on CFRP-to-glass double-lap joints, evaluating the influence of the type of adhesive and the overlap length. Digital image correlation (DIC) method, analytical investigations and numerical modelling were performed to determine the local bond stress-slip laws for each adhesive, aiming at providing the required information to subsequently support the design of glass structural elements. Compared to the flexible adhesive, the stiff adhesives seem to promote more favourable interaction between the adherends; however, the former is better at promoting stress redistribution mechanisms, therefore, mobilizing longer bond lengths to transfer the tensile force between adherends. Adhesives with an extremely stiff response induce high stress concentrations in small areas and, consequently, the bonding system may fail prematurely at the glass adherend governed by localized phenomena, such as the low quality of glass processing methods, the high density of surfaces flaws and localized damage during handling.
publishDate 2022
dc.date.none.fl_str_mv 2022-03-27
2022-03-27T00:00:00Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://hdl.handle.net/1822/89138
url https://hdl.handle.net/1822/89138
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 0141-0296
10.1016/j.engstruct.2022.114212
114212
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 SCI LTD
publisher.none.fl_str_mv ELSEVIER SCI LTD
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron:RCAAP
instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron_str RCAAP
institution RCAAP
reponame_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
collection Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository.name.fl_str_mv Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
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