Please use this identifier to cite or link to this item: http://repositorio.unicamp.br/jspui/handle/REPOSIP/346818
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dc.contributor.CRUESPUNIVERSIDADE ESTADUAL DE CAMPINASpt_BR
dc.contributor.authorunicampTrautwein, Leandro Mouta-
dc.contributor.authorunicampAlmeida, Luiz Carlos de-
dc.typeArtigopt_BR
dc.titleA comparative study of the shear strength prediction for reinforced concrete beams without shear reinforcementpt_BR
dc.contributor.authorTrautwein, Leandro Mouta-
dc.contributor.authorAlmeida, Luiz Carlos de-
dc.contributor.authorGaspar, Ricardo-
dc.subjectConcretopt_BR
dc.subjectCisalhamentopt_BR
dc.subject.otherlanguageConcretept_BR
dc.subject.otherlanguageShear (Mechanics)pt_BR
dc.description.abstractThis paper focuses on the assessment of the shear strength prediction established in the brazilian concrete code, NBR6118/2007[1], for reinforced concrete beams without web reinforcement. The values obtained by using the brazilian code equation are compared with a significant number of available experimental data and with those predicted by the expressions of other national and international codes, such as CEB-FIP MC90[2] and ACI-318/11[3]. The brazilian concrete code regarding shear capacity of reinforced concrete elements are explicitly assumed to be valid only for concrete strengths up to 50 MPa. It is shown that the code equation may be unconservative in a large number of cases. This discrepancy increases with increasing concrete strength, decreasing longitudinal reinforcement ratio and increasing beam depthpt_BR
dc.relation.ispartofApplied Mechanics and Materialspt_BR
dc.publisher.cityBaechpt_BR
dc.publisher.countrySuiçapt_BR
dc.publisherScientific.Netpt_BR
dc.date.issued2014-
dc.date.monthofcirculationJulypt_BR
dc.language.isoengpt_BR
dc.description.volume584-586pt_BR
dc.description.firstpage1135pt_BR
dc.description.lastpage1140pt_BR
dc.rightsFechadopt_BR
dc.sourceSCOPUSpt_BR
dc.identifier.issn1660-9336pt_BR
dc.identifier.eissn1662-7482pt_BR
dc.identifier.doi10.4028/www.scientific.net/AMM.584-586.1135pt_BR
dc.identifier.urlhttps://www.scientific.net/AMM.584-586.1135pt_BR
dc.date.available2020-08-05T21:23:38Z-
dc.date.accessioned2020-08-05T21:23:38Z-
dc.description.provenanceSubmitted by Cintia Oliveira de Moura (cintiaom@unicamp.br) on 2020-08-05T21:23:38Z No. of bitstreams: 0. Added 1 bitstream(s) on 2021-01-11T14:37:51Z : No. of bitstreams: 1 2-s2.0-84905188444.pdf: 255461 bytes, checksum: 8cc440b8d227bc64b5f9022e8daa7c22 (MD5)en
dc.description.provenanceMade available in DSpace on 2020-08-05T21:23:38Z (GMT). No. of bitstreams: 0 Previous issue date: 2014en
dc.identifier.urihttp://repositorio.unicamp.br/jspui/handle/REPOSIP/346818-
dc.contributor.departmentDepartamento de Estruturaspt_BR
dc.contributor.departmentDepartamento de Estruturaspt_BR
dc.contributor.unidadeFaculdade de Engenharia Civil, Arquitetura e Urbanismopt_BR
dc.contributor.unidadeFaculdade de Engenharia Civil, Arquitetura e Urbanismopt_BR
dc.subject.keywordBeampt_BR
dc.subject.keywordReinforce Concretept_BR
dc.identifier.source2-s2.0-84905188444pt_BR
dc.creator.orcid0000-0002-4631-9290pt_BR
dc.creator.orcid0000-0001-8431-8929pt_BR
dc.type.formArtigopt_BR
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