A new method for the identification of cohesive laws under pure loading modes
Autor(a) principal: | |
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Data de Publicação: | 2022 |
Outros Autores: | , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
Texto Completo: | https://hdl.handle.net/1822/79580 |
Resumo: | In this work, a new and simple methodology is proposed to identify the cohesive law of composite materials submitted to pure mode I and II loading. This methodology combines the experimental measured crack opening displacement and corresponding strain energy release rate with numerical simulation, using finite element method including cohesive zone modelling. The proposed procedure was tested and validated numerically, considering the determination of cohesive laws with different shapes for pure mode I and II loading. This was accomplished using the double cantilever beam (mode I) and end-notched flexure (mode II) tests. It was verified that the proposed methodology points towards the unicity of the identified solution and reproduces well the cohesive laws used as input. |
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A new method for the identification of cohesive laws under pure loading modesComposite materialsCohesive zone modelCohesive lawsInverse methodsEngenharia e Tecnologia::Engenharia MecânicaScience & TechnologySaúde de qualidadeIn this work, a new and simple methodology is proposed to identify the cohesive law of composite materials submitted to pure mode I and II loading. This methodology combines the experimental measured crack opening displacement and corresponding strain energy release rate with numerical simulation, using finite element method including cohesive zone modelling. The proposed procedure was tested and validated numerically, considering the determination of cohesive laws with different shapes for pure mode I and II loading. This was accomplished using the double cantilever beam (mode I) and end-notched flexure (mode II) tests. It was verified that the proposed methodology points towards the unicity of the identified solution and reproduces well the cohesive laws used as input.The first and third author acknowledges the Portuguese Foundation for Science and Technology, under the project UIDB/04033/2020. The second author acknowledges FCT for the conceded financial support through the reference projects PTDC/EME-SIS/28225/2017 and UID/EEA/04436/2019. The fourth author acknowledges the “Laboratório Associado de Energia, Transportes e Aeronáutica”(LAETA) for the financial support by the project UID/EMS/50022/2013, and to the funding of Project NORTE-01-0145-FEDER-000022 - SciTech - Science and Technology for Competitive and Sustainable Industries, co-financed by Programa Operacional Regional do Norte (NORTE2020), through Fundo Europeu de Desenvolvimento Regional (FEDER).ElsevierUniversidade do MinhoPereira, F.Dourado, N.Morais, J. J. L.Moura, M. F. S. F. de2022-06-062022-06-06T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/1822/79580engPereira, F., Dourado, N., Morais, J. J. L., & de Moura, M. F. S. F. (2022, August). A new method for the identification of cohesive laws under pure loading modes. Engineering Fracture Mechanics. Elsevier BV. http://doi.org/10.1016/j.engfracmech.2022.1085940013-79441873-731510.1016/j.engfracmech.2022.108594108594https://www.sciencedirect.com/science/article/pii/S0013794422003265info: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:RCAAP2023-07-21T12:06:11Zoai:repositorium.sdum.uminho.pt:1822/79580Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T18:56:47.800409Repositório 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 |
A new method for the identification of cohesive laws under pure loading modes |
title |
A new method for the identification of cohesive laws under pure loading modes |
spellingShingle |
A new method for the identification of cohesive laws under pure loading modes Pereira, F. Composite materials Cohesive zone model Cohesive laws Inverse methods Engenharia e Tecnologia::Engenharia Mecânica Science & Technology Saúde de qualidade |
title_short |
A new method for the identification of cohesive laws under pure loading modes |
title_full |
A new method for the identification of cohesive laws under pure loading modes |
title_fullStr |
A new method for the identification of cohesive laws under pure loading modes |
title_full_unstemmed |
A new method for the identification of cohesive laws under pure loading modes |
title_sort |
A new method for the identification of cohesive laws under pure loading modes |
author |
Pereira, F. |
author_facet |
Pereira, F. Dourado, N. Morais, J. J. L. Moura, M. F. S. F. de |
author_role |
author |
author2 |
Dourado, N. Morais, J. J. L. Moura, M. F. S. F. de |
author2_role |
author author author |
dc.contributor.none.fl_str_mv |
Universidade do Minho |
dc.contributor.author.fl_str_mv |
Pereira, F. Dourado, N. Morais, J. J. L. Moura, M. F. S. F. de |
dc.subject.por.fl_str_mv |
Composite materials Cohesive zone model Cohesive laws Inverse methods Engenharia e Tecnologia::Engenharia Mecânica Science & Technology Saúde de qualidade |
topic |
Composite materials Cohesive zone model Cohesive laws Inverse methods Engenharia e Tecnologia::Engenharia Mecânica Science & Technology Saúde de qualidade |
description |
In this work, a new and simple methodology is proposed to identify the cohesive law of composite materials submitted to pure mode I and II loading. This methodology combines the experimental measured crack opening displacement and corresponding strain energy release rate with numerical simulation, using finite element method including cohesive zone modelling. The proposed procedure was tested and validated numerically, considering the determination of cohesive laws with different shapes for pure mode I and II loading. This was accomplished using the double cantilever beam (mode I) and end-notched flexure (mode II) tests. It was verified that the proposed methodology points towards the unicity of the identified solution and reproduces well the cohesive laws used as input. |
publishDate |
2022 |
dc.date.none.fl_str_mv |
2022-06-06 2022-06-06T00:00:00Z |
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/1822/79580 |
url |
https://hdl.handle.net/1822/79580 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
Pereira, F., Dourado, N., Morais, J. J. L., & de Moura, M. F. S. F. (2022, August). A new method for the identification of cohesive laws under pure loading modes. Engineering Fracture Mechanics. Elsevier BV. http://doi.org/10.1016/j.engfracmech.2022.108594 0013-7944 1873-7315 10.1016/j.engfracmech.2022.108594 108594 https://www.sciencedirect.com/science/article/pii/S0013794422003265 |
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:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação instacron:RCAAP |
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Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
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RCAAP |
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RCAAP |
reponame_str |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
collection |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
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Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
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1799132355404759040 |