Shear resistance of connections between reinforced concrete linear precast elements

Tsoukantas, SG; Tsoukantas, SG

dc.contributor.author	Tsoukantas, SG	en
dc.contributor.author	Tsoukantas, SG	en
dc.date.accessioned	2014-03-01T01:39:39Z
dc.date.available	2014-03-01T01:39:39Z
dc.date.issued	1989	en
dc.identifier.issn	08893241	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/22913
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0024656441&partnerID=40&md5=f824008ab1a6d7e4fff13f6b3271408c	en
dc.subject.other	Joints--Stresses	en
dc.subject.other	Stresses--Shear	en
dc.subject.other	Connections	en
dc.subject.other	Linear Precast Elements	en
dc.subject.other	Reinforced Concrete	en
dc.subject.other	Shear Connectors	en
dc.subject.other	Shear Resistance	en
dc.subject.other	Shear Strength	en
dc.subject.other	Concrete Construction	en
dc.title	Shear resistance of connections between reinforced concrete linear precast elements	en
heal.type	journalArticle	en
heal.publicationDate	1989	en
heal.abstract	An analytical investigation is presented regarding the resistance of connections between linear reinforced concrete precast elements against shear displacements, monotonically or cyclically imposed. Based on recent data regarding the shear transfer mechanisms (dowel action, friction, pullout), the authors have proposed design values for the shear force transferred by each mechanism, for both smooth and rough interfaces. Design values also are proposed for the magnitude of the imposed shear displacements, corresponding to the ultimate and serviceability limit states. A closed formula is presented for the calculation of the design shear resistance of such connections, taking into account possible interactions between contributing mechanisms. Finally, some design examples are given.	en
heal.journalName	ACI Structural Journal	en
dc.identifier.volume	86	en
dc.identifier.issue	3	en
dc.identifier.spage	242	en
dc.identifier.epage	249	en