Determination of the resistance of bolted composite joints [Ermittlungen der beanspruchbarkeit von geschraubten verbundknoten]

Vayas, I

dc.contributor.author	Vayas, I	en
dc.date.accessioned	2014-03-01T01:45:55Z
dc.date.available	2014-03-01T01:45:55Z
dc.date.issued	1997	en
dc.identifier.issn	00389145	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/24795
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0031094826&partnerID=40&md5=0a1a6700c33c92fbb1fe73708dc99c0a	en
dc.subject.other	Beams and girders	en
dc.subject.other	Columns (structural)	en
dc.subject.other	Composite structures	en
dc.subject.other	Shear strength	en
dc.subject.other	Shear stress	en
dc.subject.other	Bolted beam to column composite joints	en
dc.subject.other	Bolted joints	en
dc.title	Determination of the resistance of bolted composite joints [Ermittlungen der beanspruchbarkeit von geschraubten verbundknoten]	en
heal.type	journalArticle	en
heal.publicationDate	1997	en
heal.abstract	A procedure for the determination of the resistance of bolted beam-to-column composite joints is described. The columns consist of I-sections with concrete between the flanges, the beams of I-sections with a solid slab. The connection is bolted through extended end-plates. The moments on the two sides of the joints may be different, so that the column panel region is subjected to shear. The resistance of the joint is composed by the partial resistances of the connections and the joint panel. The resistances of the connections for negative and positive moments as well as the joint panel resistance under shear is determined, taking into account the contribution of both the steel sections and of the concrete.	en
heal.journalName	Stahlbau	en
dc.identifier.volume	66	en
dc.identifier.issue	3	en
dc.identifier.spage	152	en
dc.identifier.epage	162	en