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dc.contributor.authorAlexandru, Carmen
dc.date.accessioned2017-10-11T06:56:45Z
dc.date.available2017-10-11T06:56:45Z
dc.date.issued2015
dc.identifier.issn1224-5615
dc.identifier.urihttp://10.11.10.50/xmlui/handle/123456789/4380
dc.descriptionThe Annals of ''Dunarea de Jos'' University of Galati : Fascicle XIV : MECHANICAL ENGINEERING, ISSN 1224 - 5615ro_RO
dc.description.abstractThe paper presents the special joint systems type anchor - concrete. The study was conducted with the hypothesis according to which the steel anchors are provided through longitudinal cuts in the form of "fringe" as segments evenly arranged at the end of the joint. These are expanded by the initial assembly through an inner cone extracted during the fixation process. Steel anchors have linear elastic behavior, both on axial direction and the lateral direction the vertical direction of the commit request. The anchor-concrete interface separation strength is provided only by axial pull friction force without a slipping or sliding trend.ro_RO
dc.language.isoenro_RO
dc.publisherUniversitatea "Dunărea de Jos" din Galațiro_RO
dc.subjectanchorro_RO
dc.subjectstrandsro_RO
dc.subjectdynamicro_RO
dc.subjectconcretero_RO
dc.subjectelastic behaviorro_RO
dc.titleThe Constructive, Dynamic and Technological Performance of Anchors with Strands for Strengthening the Foundation System Buildingsro_RO
dc.typeArticlero_RO


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