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Upper bound to the effective area of concrete in tension

dc.creatorGil Martín, L.M.
dc.creatorCarbonell-Márquez, J. F.
dc.creatorHernández-Montes, Enrique
dc.date.accessioned2016-03-01T16:40:58Z
dc.date.available2016-03-01T16:40:58Z
dc.date.issued2015
dc.identifier.isbn978-84-606-9356-7es
dc.identifier.urihttp://hdl.handle.net/11441/36701
dc.descriptionCongreso celebrado en la Escuela de Arquitectura de la Universidad de Sevilla desde el 24 hasta el 26 de junio de 2015.es
dc.description.abstractThe effective tension area of concrete is a well known parameter in structural concrete. It is involved in several phenomena that affect the design of structural concrete elements, such as cracking, shear deformation or flexural deformation. In this work, the authors put forward a necessary change in the definition of the effective tension area of concrete provided by some groups of Standards.es
dc.formatapplication/pdfes
dc.language.isoenges
dc.publisherVíctor Compán Cardiel [etc.]es
dc.relation.ispartof3rd International Conference on Mechanical Models in Structural Engineering, 767-774. Sevilla, España : CMMoST 2015es
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectTension stiffeninges
dc.subjectEffective area of concretees
dc.titleUpper bound to the effective area of concrete in tensiones
dc.typeinfo:eu-repo/semantics/conferenceObjectes
dc.type.versioninfo:eu-repo/semantics/publishedVersiones
dc.rights.accessRightsinfo:eu-repo/semantics/openAccess
dc.identifier.idushttps://idus.us.es/xmlui/handle/11441/36701

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