Statistical correlation investigation of a single-doweled timber-to-timber joint
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/1822/88640 |
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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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 |
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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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