Efficiency of steel fibers on shear strength of wide-shallow beams
Autor(a) principal: | |
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Data de Publicação: | 2022 |
Outros Autores: | |
Tipo de documento: | Artigo |
Idioma: | por |
Título da fonte: | Revista Brasileira Multidisciplinar |
Texto Completo: | http://revistarebram.com/index.php/revistauniara/article/view/1468 |
Resumo: | Wide-shallow beams (WSBs) are structural elements characterized by having a width larger than its depth. They have special application on structures where beams must have the same thickness than the floor due to architectural requirements. Maximum spacing of shear reinforcement legs shall be provided to meet minimum shear reinforcement, restrain the growth of inclined cracking and improve ductility of the beam. As it depends on the effective height, WSBs usually require closer stirrup spacing, leading to high transverse reinforcement ratio. Steel fibers can be used in reinforced concrete beams to increase shear strength and even replace stirrups. However, most studies about the subject does not apply or is only partially related to WSBs. In this study, ten simply-supported WSBs were tested under a four-point loading system to investigate their shear behavior. Beams, with a total depth of 100 mm, width of 150 mm and 650 mm span, were cast with different amounts of steel fibers (0, 25, 35 and 45 kg/m³). Moreover, beam with minimum amount of transverse shear reinforcement were also produced. The main effects of the fibers, even in small amounts, were providing a flexural residual strength to the concrete and increasing the shear strength of the WSBs, delaying the diagonal shear crack development. The behavior of 45 kg/m³ steel fibers WSBs was significantly modified in relation to the beam without shear reinforcement. Most of the analytical models studied showed a good estimate (about 11% higher than the experimental value) of the shear strength of the WSBs analyzed. |
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Efficiency of steel fibers on shear strength of wide-shallow beamsEficiência de fibras de aço no reforço ao cisalhamento de vigas chataswide-shallow beamsshearsteel fiber reinforced concretevigas chatascisalhamentoconcreto reforçado com fibrasWide-shallow beams (WSBs) are structural elements characterized by having a width larger than its depth. They have special application on structures where beams must have the same thickness than the floor due to architectural requirements. Maximum spacing of shear reinforcement legs shall be provided to meet minimum shear reinforcement, restrain the growth of inclined cracking and improve ductility of the beam. As it depends on the effective height, WSBs usually require closer stirrup spacing, leading to high transverse reinforcement ratio. Steel fibers can be used in reinforced concrete beams to increase shear strength and even replace stirrups. However, most studies about the subject does not apply or is only partially related to WSBs. In this study, ten simply-supported WSBs were tested under a four-point loading system to investigate their shear behavior. Beams, with a total depth of 100 mm, width of 150 mm and 650 mm span, were cast with different amounts of steel fibers (0, 25, 35 and 45 kg/m³). Moreover, beam with minimum amount of transverse shear reinforcement were also produced. The main effects of the fibers, even in small amounts, were providing a flexural residual strength to the concrete and increasing the shear strength of the WSBs, delaying the diagonal shear crack development. The behavior of 45 kg/m³ steel fibers WSBs was significantly modified in relation to the beam without shear reinforcement. Most of the analytical models studied showed a good estimate (about 11% higher than the experimental value) of the shear strength of the WSBs analyzed.Vigas chatas (VCs) são elementos estruturais caracterizados por sua seção transversal com largura maior que a altura, tendo aplicação especial em estruturas onde, por requisitos arquitetônicos, vigas devem ter a mesma espessura da laje. Como o espaçamento máximo entre os estribos é função da altura da seção, VCs normalmente requerem espaçamentos reduzidos, elevando sua taxa de armadura transversal e dificultando sua execução. Fibras de aço, distribuídas aleatoriamente no concreto, também aumentam a capacidade ao cisalhamento de vigas, entretanto, pesquisas sobre esse assunto não se aplicam, quase que em sua totalidade, ao caso específico de VCs. No presente trabalho, dez VCs foram submetidas a um ensaio de flexão em quatro pontos com o objetivo de avaliar seu comportamento ao cisalhamento. Essas vigas (vão livre de 650 mm, 150 mm de largura e 100 mm de altura) foram moldadas utilizando-se distintos teores de fibras de aço (0, 25, 35 e 45 kg/m3), sendo confeccionado também um grupo com taxa mínima de armadura de cisalhamento composta por estribos. Os principais efeitos das fibras foram, mesmo em pequenas quantidades, proporcionar uma resistência residual à flexão ao concreto e aumentar a resistência ao cisalhamento das VCs, retardando o desenvolvimento de fissuras de cisalhamento diagonais. Com o consumo de 45 kg/m³ de fibras, o comportamento da viga chata foi significativamente modificado em relação a resposta da viga sem estribo. A maior parte dos modelos analíticos estudados apresentaram boa estimativa (cerca de 11% superior ao valor experimental) da resistência ao cisalhamento das VCs analisadas no presente trabalho.Revista Brasileira Multidisciplinar - ReBraM2022-05-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttp://revistarebram.com/index.php/revistauniara/article/view/146810.25061/2527-2675/ReBraM/2022.v25i2.1468Revista Brasileira Multidisciplinar - ReBraM; v. 25 n. 2 (2022): Maio-Agosto; 107-1242527-26751415-3580reponame:Revista Brasileira Multidisciplinarinstname:Universidade de Araraquara (UNIARA)instacron:UNIARAporhttp://revistarebram.com/index.php/revistauniara/article/view/1468/821Copyright (c) 2022 Revista Brasileira Multidisciplinar - ReBraMhttps://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccessAvelar, Daniel William Costa deFerrari, Vladimir José2022-12-01T22:41:19Zoai:ojs.revistarebram.com:article/1468Revistahttp://revistarebram.com/index.php/revistauniaraPRIhttps://revistarebram.com/index.php/revistauniara/oairevistauniara@uniara.com||2527-26752527-2675opendoar:2022-12-01T22:41:19Revista Brasileira Multidisciplinar - Universidade de Araraquara (UNIARA)false |
dc.title.none.fl_str_mv |
Efficiency of steel fibers on shear strength of wide-shallow beams Eficiência de fibras de aço no reforço ao cisalhamento de vigas chatas |
title |
Efficiency of steel fibers on shear strength of wide-shallow beams |
spellingShingle |
Efficiency of steel fibers on shear strength of wide-shallow beams Avelar, Daniel William Costa de wide-shallow beams shear steel fiber reinforced concrete vigas chatas cisalhamento concreto reforçado com fibras |
title_short |
Efficiency of steel fibers on shear strength of wide-shallow beams |
title_full |
Efficiency of steel fibers on shear strength of wide-shallow beams |
title_fullStr |
Efficiency of steel fibers on shear strength of wide-shallow beams |
title_full_unstemmed |
Efficiency of steel fibers on shear strength of wide-shallow beams |
title_sort |
Efficiency of steel fibers on shear strength of wide-shallow beams |
author |
Avelar, Daniel William Costa de |
author_facet |
Avelar, Daniel William Costa de Ferrari, Vladimir José |
author_role |
author |
author2 |
Ferrari, Vladimir José |
author2_role |
author |
dc.contributor.author.fl_str_mv |
Avelar, Daniel William Costa de Ferrari, Vladimir José |
dc.subject.por.fl_str_mv |
wide-shallow beams shear steel fiber reinforced concrete vigas chatas cisalhamento concreto reforçado com fibras |
topic |
wide-shallow beams shear steel fiber reinforced concrete vigas chatas cisalhamento concreto reforçado com fibras |
description |
Wide-shallow beams (WSBs) are structural elements characterized by having a width larger than its depth. They have special application on structures where beams must have the same thickness than the floor due to architectural requirements. Maximum spacing of shear reinforcement legs shall be provided to meet minimum shear reinforcement, restrain the growth of inclined cracking and improve ductility of the beam. As it depends on the effective height, WSBs usually require closer stirrup spacing, leading to high transverse reinforcement ratio. Steel fibers can be used in reinforced concrete beams to increase shear strength and even replace stirrups. However, most studies about the subject does not apply or is only partially related to WSBs. In this study, ten simply-supported WSBs were tested under a four-point loading system to investigate their shear behavior. Beams, with a total depth of 100 mm, width of 150 mm and 650 mm span, were cast with different amounts of steel fibers (0, 25, 35 and 45 kg/m³). Moreover, beam with minimum amount of transverse shear reinforcement were also produced. The main effects of the fibers, even in small amounts, were providing a flexural residual strength to the concrete and increasing the shear strength of the WSBs, delaying the diagonal shear crack development. The behavior of 45 kg/m³ steel fibers WSBs was significantly modified in relation to the beam without shear reinforcement. Most of the analytical models studied showed a good estimate (about 11% higher than the experimental value) of the shear strength of the WSBs analyzed. |
publishDate |
2022 |
dc.date.none.fl_str_mv |
2022-05-01 |
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 |
http://revistarebram.com/index.php/revistauniara/article/view/1468 10.25061/2527-2675/ReBraM/2022.v25i2.1468 |
url |
http://revistarebram.com/index.php/revistauniara/article/view/1468 |
identifier_str_mv |
10.25061/2527-2675/ReBraM/2022.v25i2.1468 |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.relation.none.fl_str_mv |
http://revistarebram.com/index.php/revistauniara/article/view/1468/821 |
dc.rights.driver.fl_str_mv |
Copyright (c) 2022 Revista Brasileira Multidisciplinar - ReBraM https://creativecommons.org/licenses/by/4.0 info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
Copyright (c) 2022 Revista Brasileira Multidisciplinar - ReBraM https://creativecommons.org/licenses/by/4.0 |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Revista Brasileira Multidisciplinar - ReBraM |
publisher.none.fl_str_mv |
Revista Brasileira Multidisciplinar - ReBraM |
dc.source.none.fl_str_mv |
Revista Brasileira Multidisciplinar - ReBraM; v. 25 n. 2 (2022): Maio-Agosto; 107-124 2527-2675 1415-3580 reponame:Revista Brasileira Multidisciplinar instname:Universidade de Araraquara (UNIARA) instacron:UNIARA |
instname_str |
Universidade de Araraquara (UNIARA) |
instacron_str |
UNIARA |
institution |
UNIARA |
reponame_str |
Revista Brasileira Multidisciplinar |
collection |
Revista Brasileira Multidisciplinar |
repository.name.fl_str_mv |
Revista Brasileira Multidisciplinar - Universidade de Araraquara (UNIARA) |
repository.mail.fl_str_mv |
revistauniara@uniara.com|| |
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1797174607200911360 |