CONCRETE-TO-CONCRETE FRICTION.

Tassios Theodossius, P; Vintzeleou Elisabeth, N

dc.contributor.author	Tassios Theodossius, P	en
dc.contributor.author	Vintzeleou Elisabeth, N	en
dc.date.accessioned	2014-03-01T01:06:50Z
dc.date.available	2014-03-01T01:06:50Z
dc.date.issued	1987	en
dc.identifier.issn	0733-9445	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/9619
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0023324533&partnerID=40&md5=c2a5db39a343f10f1e083b3cc4ed4bba	en
dc.subject.classification	Construction & Building Technology	en
dc.subject.classification	Engineering, Civil	en
dc.subject.other	CONCRETE TESTING	en
dc.subject.other	SURFACES - Roughness Measurement	en
dc.subject.other	LOAD TRANSFER	en
dc.subject.other	CONCRETE	en
dc.title	CONCRETE-TO-CONCRETE FRICTION.	en
heal.type	journalArticle	en
heal.language	English	en
heal.publicationDate	1987	en
heal.abstract	The mechanism of load transfer along unreinforced concrete interfaces by means of friction has been experimentally investigated for several surface roughnesses. The results of the parametric studies investigating the frictional behavior of interfaces under both monotonic and fully reversed large displacements are presented with comments. The proposed formalistic models based on the experimental results can be used for the prediction of the frictional resistance of reinforced concrete interfaces, according to a procedure described in the paper.	en
heal.publisher	ASCE-AMER SOC CIVIL ENGINEERS	en
heal.journalName	Journal of structural engineering New York, N.Y.	en
dc.identifier.isi	ISI:A1987G633400012	en
dc.identifier.volume	113	en
dc.identifier.issue	4	en
dc.identifier.spage	832	en
dc.identifier.epage	849	en