Numerical modeling of the tension stiffening in reinforced concrete members via discontinuum models
Autor(a) principal: | |
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Data de Publicação: | 2021 |
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/1822/67881 |
Resumo: | [prova tipográfica] |
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7160 |
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Numerical modeling of the tension stiffening in reinforced concrete members via discontinuum modelsDEMDiscontinuum analysisTension stiffeningContact mechanicsEngenharia e Tecnologia::Engenharia CivilScience & Technology[prova tipográfica]This study presents a numerical investigation on the fracture mechanism of tension stiffening phenomenon in reinforced concrete members. A novel approach using the discrete element method (DEM) is proposed, where three-dimensional randomly generated distinct polyhedral blocks are used, representing concrete and one-dimensional truss elements are utilized, representing steel reinforcements. Thus, an explicit representation of reinforced concrete members is achieved, and the mechanical behavior of the system is solved by integrating the equations of motion for each block using the central difference algorithm. The inter-block interactions are taken into consideration at each contact point with springs and cohesive frictional elements. Once the applied modeling strategy is validated, based on previously published experimental findings, a sensitivity analysis is performed for bond stiffness, cohesion strength, and the number of truss elements. Hence, valuable inferences are made regarding discontinuum analysis of reinforced concrete members, including concrete-steel interaction and their macro behavior. The results demonstrate that the proposed phenomenological modeling strategy successfully captures the concrete-steel interaction and provides an accurate estimation of the macro behavior.Springer International Publishing AGUniversidade do MinhoPulatsu, BoraErdogmus, EceLourenço, Paulo B.Lemos, José V.Tuncay, Kagan20212021-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/1822/67881engPulatsu, B., Erdogmus, E., Lourenço, P. B., Lemos, J. V., & Tuncay, K. (2021). Numerical modeling of the tension stiffening in reinforced concrete members via discontinuum models. Computational Particle Mechanics, 1-142196-437810.1007/s40571-020-00342-5https://link.springer.com/article/10.1007/s40571-020-00342-5info: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:RCAAP2023-07-21T12:53:53Zoai:repositorium.sdum.uminho.pt:1822/67881Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:53:23.014187Repositório 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 |
Numerical modeling of the tension stiffening in reinforced concrete members via discontinuum models |
title |
Numerical modeling of the tension stiffening in reinforced concrete members via discontinuum models |
spellingShingle |
Numerical modeling of the tension stiffening in reinforced concrete members via discontinuum models Pulatsu, Bora DEM Discontinuum analysis Tension stiffening Contact mechanics Engenharia e Tecnologia::Engenharia Civil Science & Technology |
title_short |
Numerical modeling of the tension stiffening in reinforced concrete members via discontinuum models |
title_full |
Numerical modeling of the tension stiffening in reinforced concrete members via discontinuum models |
title_fullStr |
Numerical modeling of the tension stiffening in reinforced concrete members via discontinuum models |
title_full_unstemmed |
Numerical modeling of the tension stiffening in reinforced concrete members via discontinuum models |
title_sort |
Numerical modeling of the tension stiffening in reinforced concrete members via discontinuum models |
author |
Pulatsu, Bora |
author_facet |
Pulatsu, Bora Erdogmus, Ece Lourenço, Paulo B. Lemos, José V. Tuncay, Kagan |
author_role |
author |
author2 |
Erdogmus, Ece Lourenço, Paulo B. Lemos, José V. Tuncay, Kagan |
author2_role |
author author author author |
dc.contributor.none.fl_str_mv |
Universidade do Minho |
dc.contributor.author.fl_str_mv |
Pulatsu, Bora Erdogmus, Ece Lourenço, Paulo B. Lemos, José V. Tuncay, Kagan |
dc.subject.por.fl_str_mv |
DEM Discontinuum analysis Tension stiffening Contact mechanics Engenharia e Tecnologia::Engenharia Civil Science & Technology |
topic |
DEM Discontinuum analysis Tension stiffening Contact mechanics Engenharia e Tecnologia::Engenharia Civil Science & Technology |
description |
[prova tipográfica] |
publishDate |
2021 |
dc.date.none.fl_str_mv |
2021 2021-01-01T00:00:00Z |
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/1822/67881 |
url |
https://hdl.handle.net/1822/67881 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
Pulatsu, B., Erdogmus, E., Lourenço, P. B., Lemos, J. V., & Tuncay, K. (2021). Numerical modeling of the tension stiffening in reinforced concrete members via discontinuum models. Computational Particle Mechanics, 1-14 2196-4378 10.1007/s40571-020-00342-5 https://link.springer.com/article/10.1007/s40571-020-00342-5 |
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 |
Springer International Publishing AG |
publisher.none.fl_str_mv |
Springer International Publishing AG |
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 |
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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1799133129357656064 |