TORSION OF COMPOSITE BARS BY BOUNDARY ELEMENT METHOD.

Katsikadelis, JT; Sapountzakis, EJ

dc.contributor.author	Katsikadelis, JT	en
dc.contributor.author	Sapountzakis, EJ	en
dc.date.accessioned	2014-03-01T01:06:30Z
dc.date.available	2014-03-01T01:06:30Z
dc.date.issued	1985	en
dc.identifier.issn	0733-9399	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/9429
dc.subject	Boundary Element Method	en
dc.subject.classification	Engineering, Mechanical	en
dc.subject.other	MATERIALS SCIENCE	en
dc.subject.other	MATHEMATICAL TECHNIQUES - Numerical Methods	en
dc.subject.other	STRUCTURAL ANALYSIS	en
dc.subject.other	BOUNDARY ELEMENT METHOD	en
dc.subject.other	TORSION	en
dc.subject.other	BARS	en
dc.title	TORSION OF COMPOSITE BARS BY BOUNDARY ELEMENT METHOD.	en
heal.type	journalArticle	en
heal.identifier.primary	10.1061/(ASCE)0733-9399(1985)111:9(1197)	en
heal.identifier.secondary	http://dx.doi.org/10.1061/(ASCE)0733-9399(1985)111:9(1197)	en
heal.language	English	en
heal.publicationDate	1985	en
heal.abstract	A boundary element (B. E. ) solution for the Saint-Venant torsion problem for composite cylindrical bars of arbitrary cross section is presented. The composite bar consists of a cylindrical matrix material surrounding a finite number of inclusions with different shear moduli firmly bonded to it. The problem is formulated in terms of the torsion function, which is established by solving a Neumann-type boundary value problem. Moreover, the torsional rigidity of the composite cross section and the shear stress components are evaluated. Several numerical examples are worked out and the results are compared with those available from analytical or other numerical solutions. The case of the homogeneous cross section with or without holes is obtained as a special case. The efficiency of the B. E. method is also demonstrated and examined.	en
heal.publisher	ASCE-AMER SOC CIVIL ENGINEERS	en
heal.journalName	Journal of Engineering Mechanics	en
dc.identifier.doi	10.1061/(ASCE)0733-9399(1985)111:9(1197)	en
dc.identifier.isi	ISI:A1985AQZ7800009	en
dc.identifier.volume	111	en
dc.identifier.issue	9	en
dc.identifier.spage	1197	en
dc.identifier.epage	1210	en