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dc.creatorRosso A.spa
dc.creatorJiménez-Roa L.A.spa
dc.creatorde Almeida J.P.spa
dc.creatorZuniga A.P.G.spa
dc.creatorBlandón C.A.spa
dc.creatorBonett R.L.spa
dc.creatorBeyer K.spa
dc.date.accessioned2017-12-19T19:36:50Z
dc.date.available2017-12-19T19:36:50Z
dc.date.created2017
dc.identifier.issn1570761X
dc.identifier.urihttp://hdl.handle.net/11407/4349
dc.description.abstractThe growing need for residential housing in Latin American countries has led to the construction of reinforced concrete buildings with wall thicknesses as low as 8–10 cm. Such walls have typically only a single layer of vertical rebars and are therefore particularly susceptible to out-of-plane failure. In order to investigate the response of the corresponding wall boundary elements, twelve reinforced concrete members with a single layer of vertical rebars were tested under tension–compression cycles. The objective was to gain insight into the parameters governing wall instability and out-of-plane failure, namely the thickness, reinforcement ratio, and eccentricity of the longitudinal rebars with respect to the member axis. This paper summarises the results of the test program, where the specimens' response is analysed also at the global and local levels. The results show that the crack pattern has an important influence on the out-of-plane behaviour and the conditions leading to out-of-plane failure are described. Furthermore, the differences between members with a single layer of vertical rebars and members with two layers are discussed. The influence of the parameters considered in the experimental program is addressed, showing that sections with small thickness and large reinforcement content are more prone to out-of-plane failures. Finally, predictions given by existing models are compared to the new experimental data. The entire data set is publicly available. © 2017 Springer Science+Business Media B.V.eng
dc.language.isoeng
dc.publisherSpringer Netherlandsspa
dc.relation.isversionofhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85029573107&doi=10.1007%2fs10518-017-0228-1&partnerID=40&md5=517b0c012710c8225bae531a3146f71bspa
dc.sourceScopusspa
dc.titleCyclic tensile-compressive tests on thin concrete boundary elements with a single layer of reinforcement prone to out-of-plane instabilityspa
dc.typeArticle in Presseng
dc.rights.accessrightsinfo:eu-repo/semantics/restrictedAccess
dc.contributor.affiliationRosso, A., Earthquake Engineering and Structural Dynamics Laboratory (EESD), School of Architecture, Civil and Environmental Engineering (ENAC), École Polytechnique Fédérale de Lausanne (EPFL), Station 18, Lausanne, Switzerlandspa
dc.contributor.affiliationJiménez-Roa, L.A., Earthquake Engineering and Structural Dynamics Laboratory (EESD), School of Architecture, Civil and Environmental Engineering (ENAC), École Polytechnique Fédérale de Lausanne (EPFL), Station 18, Lausanne, Switzerlandspa
dc.contributor.affiliationde Almeida, J.P., Earthquake Engineering and Structural Dynamics Laboratory (EESD), School of Architecture, Civil and Environmental Engineering (ENAC), École Polytechnique Fédérale de Lausanne (EPFL), Station 18, Lausanne, Switzerlandspa
dc.contributor.affiliationZuniga, A.P.G., School of Civil Engineering, Universidad del Valle, Cali, Colombiaspa
dc.contributor.affiliationBlandón, C.A., Escuela de Ingeniería de Antioquia –E.I.A. University, Medellín, Colombiaspa
dc.contributor.affiliationBonett, R.L., Universidad de Medellin – Udem, Medellín, Colombiaspa
dc.contributor.affiliationBeyer, K., Earthquake Engineering and Structural Dynamics Laboratory (EESD), School of Architecture, Civil and Environmental Engineering (ENAC), École Polytechnique Fédérale de Lausanne (EPFL), Station 18, Lausanne, Switzerlandspa
dc.identifier.doi10.1007/s10518-017-0228-1
dc.subject.keywordOut-of-plane instabilityeng
dc.subject.keywordTensile-compressive cyclic testseng
dc.subject.keywordThin reinforced concrete boundary elementseng
dc.subject.keywordConcrete buildingseng
dc.subject.keywordConcreteseng
dc.subject.keywordHousingeng
dc.subject.keywordReinforced concreteeng
dc.subject.keywordWalls (structural partitions)eng
dc.subject.keywordBoundary elementseng
dc.subject.keywordCyclic testseng
dc.subject.keywordExperimental programeng
dc.subject.keywordOut-of planeeng
dc.subject.keywordOut-of-plane failureseng
dc.subject.keywordReinforced concrete membereng
dc.subject.keywordReinforcement contenteng
dc.subject.keywordReinforcement ratioseng
dc.subject.keywordSoftware testingeng
dc.publisher.facultyFacultad de Ingenieríasspa
dc.abstractThe growing need for residential housing in Latin American countries has led to the construction of reinforced concrete buildings with wall thicknesses as low as 8–10 cm. Such walls have typically only a single layer of vertical rebars and are therefore particularly susceptible to out-of-plane failure. In order to investigate the response of the corresponding wall boundary elements, twelve reinforced concrete members with a single layer of vertical rebars were tested under tension–compression cycles. The objective was to gain insight into the parameters governing wall instability and out-of-plane failure, namely the thickness, reinforcement ratio, and eccentricity of the longitudinal rebars with respect to the member axis. This paper summarises the results of the test program, where the specimens' response is analysed also at the global and local levels. The results show that the crack pattern has an important influence on the out-of-plane behaviour and the conditions leading to out-of-plane failure are described. Furthermore, the differences between members with a single layer of vertical rebars and members with two layers are discussed. The influence of the parameters considered in the experimental program is addressed, showing that sections with small thickness and large reinforcement content are more prone to out-of-plane failures. Finally, predictions given by existing models are compared to the new experimental data. The entire data set is publicly available. © 2017 Springer Science+Business Media B.V.eng
dc.creator.affiliationEarthquake Engineering and Structural Dynamics Laboratory (EESD), School of Architecture, Civil and Environmental Engineering (ENAC), École Polytechnique Fédérale de Lausanne (EPFL), Station 18, Lausanne, Switzerlandspa
dc.creator.affiliationSchool of Civil Engineering, Universidad del Valle, Cali, Colombiaspa
dc.creator.affiliationEscuela de Ingeniería de Antioquia –E.I.A. University, Medellín, Colombiaspa
dc.creator.affiliationUniversidad de Medellin – Udem, Medellín, Colombiaspa
dc.relation.ispartofesBulletin of Earthquake Engineeringspa
dc.type.versioninfo:eu-repo/semantics/publishedVersion
dc.type.driverinfo:eu-repo/semantics/other
dc.identifier.reponamereponame:Repositorio Institucional Universidad de Medellínspa
dc.identifier.instnameinstname:Universidad de Medellínspa


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