Behaviour of thin-walled steel frame joints

Vayas, I; Briassoulis, D

dc.contributor.author	Vayas, I	en
dc.contributor.author	Briassoulis, D	en
dc.date.accessioned	2014-03-01T01:09:19Z
dc.date.available	2014-03-01T01:09:19Z
dc.date.issued	1993	en
dc.identifier.issn	0143-974X	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/10896
dc.subject.classification	Construction & Building Technology	en
dc.subject.classification	Engineering, Civil	en
dc.subject.other	Bearing capacity	en
dc.subject.other	Buckling	en
dc.subject.other	Deformation	en
dc.subject.other	Failure (mechanical)	en
dc.subject.other	Mathematical models	en
dc.subject.other	Strength of materials	en
dc.subject.other	Structural design	en
dc.subject.other	Structural frames	en
dc.subject.other	Welded steel structures	en
dc.subject.other	Kinematic limit state models	en
dc.subject.other	Static limit state models	en
dc.subject.other	Tension field action	en
dc.subject.other	Thin walled steel frame joints	en
dc.subject.other	Joints (structural components)	en
dc.title	Behaviour of thin-walled steel frame joints	en
heal.type	journalArticle	en
heal.identifier.primary	10.1016/0143-974X(93)90058-Z	en
heal.identifier.secondary	http://dx.doi.org/10.1016/0143-974X(93)90058-Z	en
heal.language	English	en
heal.publicationDate	1993	en
heal.abstract	Welded thin-walled plate girders play an increasingly important role in steel structures. The provisions of modern codes with regard to design are restricted to the span region between supports. The design of the joint panel is still governed by the buckling load, thus making the application of costly stiffeners necessary. Experimental investigations on such joints have shown that their strength is well above this load, due to the development of a tension field action. To ensure an effective design, it is necessary to make allowance for the postbuckling reserve of strength and to identify possible collapse mechanisms. The present paper provides a method for calculating the carrying capacity and the deformation characteristics of the joints. Static and kinematic limit state models are presented which allow the ultimate strength to be determined from closed formulae. The predicted values are in reasonable agreement with experimental results. © 1993.	en
heal.publisher	ELSEVIER SCI LTD	en
heal.journalName	Journal of Constructional Steel Research	en
dc.identifier.doi	10.1016/0143-974X(93)90058-Z	en
dc.identifier.isi	ISI:A1993KN31400002	en
dc.identifier.volume	24	en
dc.identifier.issue	2	en
dc.identifier.spage	105	en
dc.identifier.epage	119	en