Global resistance methods for the design of fiber-reinforced concrete (FRC) beams with material nonlinear finite element analysis

Detalhes bibliográficos
Autor(a) principal: Shahrbijari, Kamyar Bagherinejad
Data de Publicação: 2023
Outros Autores: Barros, Joaquim A. O., Valente, Isabel B.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: https://hdl.handle.net/1822/88666
Resumo: This article explores the application of the global resistance methods (GRMs) on the design of hybrid glass fiber-reinforced polymer (GFRP) and steel fiber-reinforced concrete (SFRC) beams. Addressing challenges posed by GFRP-reinforced beams, this study aims to assess the impact of material uncertainties on the behavior of such hybrid beams. The investigation involves the experimental testing of I-shaped SFRC beams, which are used to develop and validate nonlinear finite element analysis (NLFEA) models. These models incorporate material non-linearities while minimizing uncertainties related to modeling assumptions. Through the application of GRM, the study evaluates the global resistance safety factor, offering insights into the structural performance of hybrid reinforcement SFRC beams. Ultimately, this research seeks to facilitate a transition from traditional localized approaches to more accurate and comprehensive analyses for the design of hybrid reinforcement SFRC beams, contributing to the advancement of structural engineering by promoting safer, more resilient, and sustainable construction systems.
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spelling Global resistance methods for the design of fiber-reinforced concrete (FRC) beams with material nonlinear finite element analysisHybrid flexural reinforcementFiber-reinforced concreteMaterial nonlinear finite element analysisDesign of FRC beamsglobal resistance methodsEngenharia e Tecnologia::Engenharia CivilThis article explores the application of the global resistance methods (GRMs) on the design of hybrid glass fiber-reinforced polymer (GFRP) and steel fiber-reinforced concrete (SFRC) beams. Addressing challenges posed by GFRP-reinforced beams, this study aims to assess the impact of material uncertainties on the behavior of such hybrid beams. The investigation involves the experimental testing of I-shaped SFRC beams, which are used to develop and validate nonlinear finite element analysis (NLFEA) models. These models incorporate material non-linearities while minimizing uncertainties related to modeling assumptions. Through the application of GRM, the study evaluates the global resistance safety factor, offering insights into the structural performance of hybrid reinforcement SFRC beams. Ultimately, this research seeks to facilitate a transition from traditional localized approaches to more accurate and comprehensive analyses for the design of hybrid reinforcement SFRC beams, contributing to the advancement of structural engineering by promoting safer, more resilient, and sustainable construction systems.MCI -Ministry of Communications and Information, Singapore(LA/P/0112/2020)MDPIUniversidade do MinhoShahrbijari, Kamyar BagherinejadBarros, Joaquim A. O.Valente, Isabel B.20232023-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/1822/88666engShahrbijari, K. B., Barros, J. A. O., & Valente, I. B. (2023, November 14). Global Resistance Methods for the Design of Fiber-Reinforced Concrete (FRC) Beams with Material Nonlinear Finite Element Analysis. Buildings. MDPI AG. http://doi.org/10.3390/buildings1311284810.3390/buildings13112848info: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:RCAAP2024-02-10T01:21:26Zoai:repositorium.sdum.uminho.pt:1822/88666Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T02:37:19.749257Repositório 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 Global resistance methods for the design of fiber-reinforced concrete (FRC) beams with material nonlinear finite element analysis
title Global resistance methods for the design of fiber-reinforced concrete (FRC) beams with material nonlinear finite element analysis
spellingShingle Global resistance methods for the design of fiber-reinforced concrete (FRC) beams with material nonlinear finite element analysis
Shahrbijari, Kamyar Bagherinejad
Hybrid flexural reinforcement
Fiber-reinforced concrete
Material nonlinear finite element analysis
Design of FRC beams
global resistance methods
Engenharia e Tecnologia::Engenharia Civil
title_short Global resistance methods for the design of fiber-reinforced concrete (FRC) beams with material nonlinear finite element analysis
title_full Global resistance methods for the design of fiber-reinforced concrete (FRC) beams with material nonlinear finite element analysis
title_fullStr Global resistance methods for the design of fiber-reinforced concrete (FRC) beams with material nonlinear finite element analysis
title_full_unstemmed Global resistance methods for the design of fiber-reinforced concrete (FRC) beams with material nonlinear finite element analysis
title_sort Global resistance methods for the design of fiber-reinforced concrete (FRC) beams with material nonlinear finite element analysis
author Shahrbijari, Kamyar Bagherinejad
author_facet Shahrbijari, Kamyar Bagherinejad
Barros, Joaquim A. O.
Valente, Isabel B.
author_role author
author2 Barros, Joaquim A. O.
Valente, Isabel B.
author2_role author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Shahrbijari, Kamyar Bagherinejad
Barros, Joaquim A. O.
Valente, Isabel B.
dc.subject.por.fl_str_mv Hybrid flexural reinforcement
Fiber-reinforced concrete
Material nonlinear finite element analysis
Design of FRC beams
global resistance methods
Engenharia e Tecnologia::Engenharia Civil
topic Hybrid flexural reinforcement
Fiber-reinforced concrete
Material nonlinear finite element analysis
Design of FRC beams
global resistance methods
Engenharia e Tecnologia::Engenharia Civil
description This article explores the application of the global resistance methods (GRMs) on the design of hybrid glass fiber-reinforced polymer (GFRP) and steel fiber-reinforced concrete (SFRC) beams. Addressing challenges posed by GFRP-reinforced beams, this study aims to assess the impact of material uncertainties on the behavior of such hybrid beams. The investigation involves the experimental testing of I-shaped SFRC beams, which are used to develop and validate nonlinear finite element analysis (NLFEA) models. These models incorporate material non-linearities while minimizing uncertainties related to modeling assumptions. Through the application of GRM, the study evaluates the global resistance safety factor, offering insights into the structural performance of hybrid reinforcement SFRC beams. Ultimately, this research seeks to facilitate a transition from traditional localized approaches to more accurate and comprehensive analyses for the design of hybrid reinforcement SFRC beams, contributing to the advancement of structural engineering by promoting safer, more resilient, and sustainable construction systems.
publishDate 2023
dc.date.none.fl_str_mv 2023
2023-01-01T00:00:00Z
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/1822/88666
url https://hdl.handle.net/1822/88666
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Shahrbijari, K. B., Barros, J. A. O., & Valente, I. B. (2023, November 14). Global Resistance Methods for the Design of Fiber-Reinforced Concrete (FRC) Beams with Material Nonlinear Finite Element Analysis. Buildings. MDPI AG. http://doi.org/10.3390/buildings13112848
10.3390/buildings13112848
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 MDPI
publisher.none.fl_str_mv MDPI
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
repository.mail.fl_str_mv
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