Behaviour of square joints of steel frames under bending moments

Ermopoulos, JCh; Michaltsos, GT

dc.contributor.author	Ermopoulos, JCh	en
dc.contributor.author	Michaltsos, GT	en
dc.date.accessioned	2014-03-01T01:11:45Z
dc.date.available	2014-03-01T01:11:45Z
dc.date.issued	1996	en
dc.identifier.issn	00457949	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/11797
dc.subject	Carrying Capacity	en
dc.subject.other	Bearing capacity	en
dc.subject.other	Computational methods	en
dc.subject.other	Deformation	en
dc.subject.other	Elastic moduli	en
dc.subject.other	Failure (mechanical)	en
dc.subject.other	Mathematical models	en
dc.subject.other	Steel structures	en
dc.subject.other	Stress analysis	en
dc.subject.other	Structural analysis	en
dc.subject.other	Structural frames	en
dc.subject.other	Bending moments	en
dc.subject.other	Square joints	en
dc.subject.other	Joints (structural components)	en
dc.title	Behaviour of square joints of steel frames under bending moments	en
heal.type	journalArticle	en
heal.identifier.primary	10.1016/0045-7949(95)00116-X	en
heal.identifier.secondary	http://dx.doi.org/10.1016/0045-7949(95)00116-X	en
heal.publicationDate	1996	en
heal.abstract	The behaviour of square joints of steel frames under bending moments is studied and a method for the calculation of their deformation and the corresponding carrying capacity is suggested. All the stresses that are developed in the web are taken into account through the analysis, including those developed in the area of the web where no plasticity occurs. From the presented diagrams the critical moments of the joints can be easily obtained vs various parameters, while an appropriate comparison of these results is made with existing methods in order to verify the validity of the method proposed.	en
heal.journalName	Computers and Structures	en
dc.identifier.doi	10.1016/0045-7949(95)00116-X	en
dc.identifier.volume	58	en
dc.identifier.issue	1	en
dc.identifier.spage	189	en
dc.identifier.epage	194	en