Global resistance methods for the design of fiber-reinforced concrete (FRC) beams with material nonlinear finite element analysis
Autor(a) principal: | |
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Data de Publicação: | 2023 |
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/1822/88666 |
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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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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1799137423953756160 |