New design model of reinforced concrete beams in bending considering the ductility factor

dc.contributorUniversidade Estadual Paulista (Unesp)
dc.contributorUniversidade Estadual de Campinas (UNICAMP)
dc.date.accessioned2021-07-14T10:35:19Z
dc.date.accessioned2022-12-19T23:24:19Z
dc.date.available2021-07-14T10:35:19Z
dc.date.available2022-12-19T23:24:19Z
dc.date.created2021-07-14T10:35:19Z
dc.date.issued2020-03-27
dc.identifierRevista IBRACON de Estruturas e Materiais. IBRACON - Instituto Brasileiro do Concreto, v. 13, n. 01, p. 120-141, 2020.
dc.identifier1983-4195
dc.identifierhttp://hdl.handle.net/11449/212144
dc.identifier10.1590/S1983-41952020000100009
dc.identifierS1983-41952020000100120
dc.identifierS1983-41952020000100120.pdf
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/5392648
dc.description.abstractDuctility is a recommended characteristic by different RC structures design codes around the world, such as ABNT NBR 6118 [2], ACI 318 [1] and EUROCODE 2 [4]. Despite the recommendation of ductility, the codes only define this criterion in a qualitative way, without quantification about how ductile the structure is, and not being able to stablish a ductility level in the design phase. In this context, this paper proposes a new design model of reinforced concrete beams in bending considering the explicit definition of the input parameter named ductility factor, which quantifies the structure’s ability to withstand displacement before it breaks.
dc.languageeng
dc.publisherIBRACON - Instituto Brasileiro do Concreto
dc.relationRevista IBRACON de Estruturas e Materiais
dc.rightsAcesso aberto
dc.sourceSciELO
dc.subjectRC beams
dc.subjectconcrete
dc.subjectductility
dc.subjectdamage
dc.titleNew design model of reinforced concrete beams in bending considering the ductility factor
dc.typeArtículos de revistas


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