A numerical procedure for determination of the locus of maximal equivalent stress for beams under oblique bending and torsion with arbitrary cross section [Numerisches Verfahren zur Ermittlung des Ortes der maximalen Vergleichsspannung bei Beliebigen,durch schiefe biegung und Torsion beanspruchten Querschnitten]

Stergiou, C; Kollmann, FG

dc.contributor.author	Stergiou, C	en
dc.contributor.author	Kollmann, FG	en
dc.date.accessioned	2014-03-01T01:48:29Z
dc.date.available	2014-03-01T01:48:29Z
dc.date.issued	1999	en
dc.identifier.issn	07205953	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/25490
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-77449151110&partnerID=40&md5=0c962401400812f3c09a1982559f44fa	en
dc.title	A numerical procedure for determination of the locus of maximal equivalent stress for beams under oblique bending and torsion with arbitrary cross section [Numerisches Verfahren zur Ermittlung des Ortes der maximalen Vergleichsspannung bei Beliebigen,durch schiefe biegung und Torsion beanspruchten Querschnitten]	en
heal.type	journalArticle	en
heal.publicationDate	1999	en
heal.abstract	An algorithm is presented for determination of the locus of maximal equivalent stress for beams under oblique bending and torsion. The beam can have an arbitrary cross section. The torsion stress is comput ed with boundary elements. With the arc length of the boundary a one-dimensional problem is obtained. The algorithm is embedded into a CAD system. Test computations demonstrate the high accuracy of the new algorithm.	en
heal.journalName	Konstruktion	en
dc.identifier.issue	3	en
dc.identifier.spage	29	en
dc.identifier.epage	32	en