Statistical correlation investigation of a single-doweled timber-to-timber joint

Detalhes bibliográficos
Autor(a) principal: Aquino, Caroline D.
Data de Publicação: 2022
Outros Autores: Rodrigues, Leonardo Filipe Guilherme, Branco, Jorge M., Gomes, Wellison J. S.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: https://hdl.handle.net/1822/88640
Resumo: Dowel-type joints are widely used in timber structures given their ease of construction, strength, and capacity to deform before failure. The embedment strength of timber and the bending moment capacity of dowels are considered key properties in the design. On the other hand, these properties have an inherent variability that increases the uncertainties related to the connection's strength and associated failure modes. This study proposes to quantify the uncertainty related to the statistical correlation behavior between the timber embedment strength and dowel bending moment capacity while comparing analytical solutions to the results of double shear single doweled timber joints. Traditional distribution fitting procedures, as well as copula functions, are implemented to capture their marginal and dependence behavior. Since their source of mutual correlation is known, the effectiveness of the different approaches in describing the statistical dependence structure can be assessed. This is done by investigating how equivalent are the descriptions of dependence by copula functions and directly from the correlation origin. Results obtained here indicate that, for single dowel-type connections in double shear, the impact of the copulas on the results is small, which means that improving their joint characterization represents a minor improvement in the reliability results. Besides the minor differences, the results show that copula functions are a viable tool capable of capturing the nuances of the joint behavior between random variables.
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spelling Statistical correlation investigation of a single-doweled timber-to-timber jointTimber jointsUncertainty quantificationJoint behaviorCopula theoryReliability analysisEngenharia e Tecnologia::Engenharia CivilScience & TechnologyDowel-type joints are widely used in timber structures given their ease of construction, strength, and capacity to deform before failure. The embedment strength of timber and the bending moment capacity of dowels are considered key properties in the design. On the other hand, these properties have an inherent variability that increases the uncertainties related to the connection's strength and associated failure modes. This study proposes to quantify the uncertainty related to the statistical correlation behavior between the timber embedment strength and dowel bending moment capacity while comparing analytical solutions to the results of double shear single doweled timber joints. Traditional distribution fitting procedures, as well as copula functions, are implemented to capture their marginal and dependence behavior. Since their source of mutual correlation is known, the effectiveness of the different approaches in describing the statistical dependence structure can be assessed. This is done by investigating how equivalent are the descriptions of dependence by copula functions and directly from the correlation origin. Results obtained here indicate that, for single dowel-type connections in double shear, the impact of the copulas on the results is small, which means that improving their joint characterization represents a minor improvement in the reliability results. Besides the minor differences, the results show that copula functions are a viable tool capable of capturing the nuances of the joint behavior between random variables.This work was financed by FEDER funds through the Competitivity and Internationalization Operational Programme COMPETE, Portugal 2020, and by national funds through FCT - Foundation for Science and Technology within the scope of the Timquake project POCI-01-0145-FEDER-032031. The authors also thank the Brazilian Research Council (CNPq) for sponsoring this research through the grant 302489/2017-7 and through the scholarship grant conceded to the first author.ElsevierUniversidade do MinhoAquino, Caroline D.Rodrigues, Leonardo Filipe GuilhermeBranco, Jorge M.Gomes, Wellison J. S.20222022-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/1822/88640engAquino, C. D., Rodrigues, L. G., Branco, J. M., & Gomes, W. J. S. (2022, October). Statistical correlation investigation of a single-doweled timber-to-timber joint. Engineering Structures. Elsevier BV. http://doi.org/10.1016/j.engstruct.2022.1148100141-029610.1016/j.engstruct.2022.114810https://www.sciencedirect.com/science/article/pii/S014102962200894Xinfo: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:RCAAP2024-02-10T01:20:44Zoai:repositorium.sdum.uminho.pt:1822/88640Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T02:37:15.641275Repositório 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 Statistical correlation investigation of a single-doweled timber-to-timber joint
title Statistical correlation investigation of a single-doweled timber-to-timber joint
spellingShingle Statistical correlation investigation of a single-doweled timber-to-timber joint
Aquino, Caroline D.
Timber joints
Uncertainty quantification
Joint behavior
Copula theory
Reliability analysis
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
title_short Statistical correlation investigation of a single-doweled timber-to-timber joint
title_full Statistical correlation investigation of a single-doweled timber-to-timber joint
title_fullStr Statistical correlation investigation of a single-doweled timber-to-timber joint
title_full_unstemmed Statistical correlation investigation of a single-doweled timber-to-timber joint
title_sort Statistical correlation investigation of a single-doweled timber-to-timber joint
author Aquino, Caroline D.
author_facet Aquino, Caroline D.
Rodrigues, Leonardo Filipe Guilherme
Branco, Jorge M.
Gomes, Wellison J. S.
author_role author
author2 Rodrigues, Leonardo Filipe Guilherme
Branco, Jorge M.
Gomes, Wellison J. S.
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Aquino, Caroline D.
Rodrigues, Leonardo Filipe Guilherme
Branco, Jorge M.
Gomes, Wellison J. S.
dc.subject.por.fl_str_mv Timber joints
Uncertainty quantification
Joint behavior
Copula theory
Reliability analysis
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
topic Timber joints
Uncertainty quantification
Joint behavior
Copula theory
Reliability analysis
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
description Dowel-type joints are widely used in timber structures given their ease of construction, strength, and capacity to deform before failure. The embedment strength of timber and the bending moment capacity of dowels are considered key properties in the design. On the other hand, these properties have an inherent variability that increases the uncertainties related to the connection's strength and associated failure modes. This study proposes to quantify the uncertainty related to the statistical correlation behavior between the timber embedment strength and dowel bending moment capacity while comparing analytical solutions to the results of double shear single doweled timber joints. Traditional distribution fitting procedures, as well as copula functions, are implemented to capture their marginal and dependence behavior. Since their source of mutual correlation is known, the effectiveness of the different approaches in describing the statistical dependence structure can be assessed. This is done by investigating how equivalent are the descriptions of dependence by copula functions and directly from the correlation origin. Results obtained here indicate that, for single dowel-type connections in double shear, the impact of the copulas on the results is small, which means that improving their joint characterization represents a minor improvement in the reliability results. Besides the minor differences, the results show that copula functions are a viable tool capable of capturing the nuances of the joint behavior between random variables.
publishDate 2022
dc.date.none.fl_str_mv 2022
2022-01-01T00:00:00Z
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/1822/88640
url https://hdl.handle.net/1822/88640
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Aquino, C. D., Rodrigues, L. G., Branco, J. M., & Gomes, W. J. S. (2022, October). Statistical correlation investigation of a single-doweled timber-to-timber joint. Engineering Structures. Elsevier BV. http://doi.org/10.1016/j.engstruct.2022.114810
0141-0296
10.1016/j.engstruct.2022.114810
https://www.sciencedirect.com/science/article/pii/S014102962200894X
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
instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
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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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