Analytical and finite element analysis of the concrete stress intensity factor with carbon fibers
Autor(a) principal: | |
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Data de Publicação: | 2023 |
Outros Autores: | |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Revista Veras |
Texto Completo: | https://ojs.brazilianjournals.com.br/ojs/index.php/BRJD/article/view/56523 |
Resumo: | Concrete is a material with low tensile strength and fracture resistance. One way to improve these properties is through the insertion of synthetic fibers such as carbon fibers into the concrete. This work determined the stress intensity factor for concrete with aligned carbon fibers (laminate) using an analytical model and finite element methods – macro-mechanical analysis of the composite laminate using the ABAQUS finite element package. Symmetrical laminate models were used with carbon fibers ranging from ± 15° to ± 75°. A single-edge notch bending specimen geometry was used to determine the KI of the laminates. The mechanical properties of the laminate were obtained through analytical models of the laminate theory. Results indicate that the fiber angles influence the stress intensity factor. The behavior is practically linear and a strong correlation was observed between the angle of the fibers and the KI through Pearson’s r. The laminate with a fiber angle of ± 75° showed a higher KI value compared to the others (x14 about ± 15°). Comparisons of the analytical and numerical results showed good agreement in the determined KI. |
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Analytical and finite element analysis of the concrete stress intensity factor with carbon fiberslaminatecarbon fibersfinite element methodsstress intensity factorConcrete is a material with low tensile strength and fracture resistance. One way to improve these properties is through the insertion of synthetic fibers such as carbon fibers into the concrete. This work determined the stress intensity factor for concrete with aligned carbon fibers (laminate) using an analytical model and finite element methods – macro-mechanical analysis of the composite laminate using the ABAQUS finite element package. Symmetrical laminate models were used with carbon fibers ranging from ± 15° to ± 75°. A single-edge notch bending specimen geometry was used to determine the KI of the laminates. The mechanical properties of the laminate were obtained through analytical models of the laminate theory. Results indicate that the fiber angles influence the stress intensity factor. The behavior is practically linear and a strong correlation was observed between the angle of the fibers and the KI through Pearson’s r. The laminate with a fiber angle of ± 75° showed a higher KI value compared to the others (x14 about ± 15°). Comparisons of the analytical and numerical results showed good agreement in the determined KI.Brazilian Journals Publicações de Periódicos e Editora Ltda.2023-01-19info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://ojs.brazilianjournals.com.br/ojs/index.php/BRJD/article/view/5652310.34117/bjdv9n1-279Brazilian Journal of Development; Vol. 9 No. 1 (2023); 4036-4056Brazilian Journal of Development; Vol. 9 Núm. 1 (2023); 4036-4056Brazilian Journal of Development; v. 9 n. 1 (2023); 4036-40562525-8761reponame:Revista Verasinstname:Instituto Superior de Educação Vera Cruz (VeraCruz)instacron:VERACRUZenghttps://ojs.brazilianjournals.com.br/ojs/index.php/BRJD/article/view/56523/41496Sousa, Fábio Santos deMacedo, Alcebíades Negrãoinfo:eu-repo/semantics/openAccess2023-01-19T14:14:37Zoai:ojs2.ojs.brazilianjournals.com.br:article/56523Revistahttp://site.veracruz.edu.br:8087/instituto/revistaveras/index.php/revistaveras/PRIhttp://site.veracruz.edu.br:8087/instituto/revistaveras/index.php/revistaveras/oai||revistaveras@veracruz.edu.br2236-57292236-5729opendoar:2024-10-15T16:26:06.141020Revista Veras - Instituto Superior de Educação Vera Cruz (VeraCruz)false |
dc.title.none.fl_str_mv |
Analytical and finite element analysis of the concrete stress intensity factor with carbon fibers |
title |
Analytical and finite element analysis of the concrete stress intensity factor with carbon fibers |
spellingShingle |
Analytical and finite element analysis of the concrete stress intensity factor with carbon fibers Sousa, Fábio Santos de laminate carbon fibers finite element methods stress intensity factor |
title_short |
Analytical and finite element analysis of the concrete stress intensity factor with carbon fibers |
title_full |
Analytical and finite element analysis of the concrete stress intensity factor with carbon fibers |
title_fullStr |
Analytical and finite element analysis of the concrete stress intensity factor with carbon fibers |
title_full_unstemmed |
Analytical and finite element analysis of the concrete stress intensity factor with carbon fibers |
title_sort |
Analytical and finite element analysis of the concrete stress intensity factor with carbon fibers |
author |
Sousa, Fábio Santos de |
author_facet |
Sousa, Fábio Santos de Macedo, Alcebíades Negrão |
author_role |
author |
author2 |
Macedo, Alcebíades Negrão |
author2_role |
author |
dc.contributor.author.fl_str_mv |
Sousa, Fábio Santos de Macedo, Alcebíades Negrão |
dc.subject.por.fl_str_mv |
laminate carbon fibers finite element methods stress intensity factor |
topic |
laminate carbon fibers finite element methods stress intensity factor |
description |
Concrete is a material with low tensile strength and fracture resistance. One way to improve these properties is through the insertion of synthetic fibers such as carbon fibers into the concrete. This work determined the stress intensity factor for concrete with aligned carbon fibers (laminate) using an analytical model and finite element methods – macro-mechanical analysis of the composite laminate using the ABAQUS finite element package. Symmetrical laminate models were used with carbon fibers ranging from ± 15° to ± 75°. A single-edge notch bending specimen geometry was used to determine the KI of the laminates. The mechanical properties of the laminate were obtained through analytical models of the laminate theory. Results indicate that the fiber angles influence the stress intensity factor. The behavior is practically linear and a strong correlation was observed between the angle of the fibers and the KI through Pearson’s r. The laminate with a fiber angle of ± 75° showed a higher KI value compared to the others (x14 about ± 15°). Comparisons of the analytical and numerical results showed good agreement in the determined KI. |
publishDate |
2023 |
dc.date.none.fl_str_mv |
2023-01-19 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://ojs.brazilianjournals.com.br/ojs/index.php/BRJD/article/view/56523 10.34117/bjdv9n1-279 |
url |
https://ojs.brazilianjournals.com.br/ojs/index.php/BRJD/article/view/56523 |
identifier_str_mv |
10.34117/bjdv9n1-279 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
https://ojs.brazilianjournals.com.br/ojs/index.php/BRJD/article/view/56523/41496 |
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 |
Brazilian Journals Publicações de Periódicos e Editora Ltda. |
publisher.none.fl_str_mv |
Brazilian Journals Publicações de Periódicos e Editora Ltda. |
dc.source.none.fl_str_mv |
Brazilian Journal of Development; Vol. 9 No. 1 (2023); 4036-4056 Brazilian Journal of Development; Vol. 9 Núm. 1 (2023); 4036-4056 Brazilian Journal of Development; v. 9 n. 1 (2023); 4036-4056 2525-8761 reponame:Revista Veras instname:Instituto Superior de Educação Vera Cruz (VeraCruz) instacron:VERACRUZ |
instname_str |
Instituto Superior de Educação Vera Cruz (VeraCruz) |
instacron_str |
VERACRUZ |
institution |
VERACRUZ |
reponame_str |
Revista Veras |
collection |
Revista Veras |
repository.name.fl_str_mv |
Revista Veras - Instituto Superior de Educação Vera Cruz (VeraCruz) |
repository.mail.fl_str_mv |
||revistaveras@veracruz.edu.br |
_version_ |
1813645626487865344 |