The Constructive, Dynamic and Technological Performance of Anchors with Strands  for Strengthening the Foundation System Buildings

dc.contributor.author	Alexandru, Carmen
dc.date.accessioned	2017-10-11T06:56:45Z
dc.date.available	2017-10-11T06:56:45Z
dc.date.issued	2015
dc.identifier.issn	1224-5615
dc.identifier.uri	http://10.11.10.50/xmlui/handle/123456789/4380
dc.description	The Annals of ''Dunarea de Jos'' University of Galati : Fascicle XIV : MECHANICAL ENGINEERING, ISSN 1224 - 5615	ro_RO
dc.description.abstract	The 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.iso	en	ro_RO
dc.publisher	Universitatea "Dunărea de Jos" din Galați	ro_RO
dc.subject	anchor	ro_RO
dc.subject	strands	ro_RO
dc.subject	dynamic	ro_RO
dc.subject	concrete	ro_RO
dc.subject	elastic behavior	ro_RO
dc.title	The Constructive, Dynamic and Technological Performance of Anchors with Strands for Strengthening the Foundation System Buildings	ro_RO
dc.type	Article	ro_RO