SINGULAR INTEGRAL-OPERATORS METHOD FOR 3-DIMENSIONAL ELASTOPLASTIC STRESS-ANALYSIS

LADOPOULOS, EG

dc.contributor.author	LADOPOULOS, EG	en
dc.date.accessioned	2014-03-01T01:40:55Z
dc.date.available	2014-03-01T01:40:55Z
dc.date.issued	1991	en
dc.identifier.issn	0045-7949	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/23311
dc.subject.classification	Computer Science, Interdisciplinary Applications	en
dc.subject.classification	Engineering, Civil	en
dc.subject.other	BOUNDARY-VALUE-PROBLEMS	en
dc.subject.other	ARBITRARY SHAPE	en
dc.subject.other	PLANE CRACK	en
dc.subject.other	NUMERICAL EVALUATION	en
dc.subject.other	EQUATION METHOD	en
dc.subject.other	CLAMPED PLATES	en
dc.subject.other	FORMULATION	en
dc.subject.other	FOUNDATION	en
dc.subject.other	ELASTICITY	en
dc.title	SINGULAR INTEGRAL-OPERATORS METHOD FOR 3-DIMENSIONAL ELASTOPLASTIC STRESS-ANALYSIS	en
heal.type	journalArticle	en
heal.language	English	en
heal.publicationDate	1991	en
heal.abstract	A general formulation for the solution of three-dimensional elasto-plastic engineering problems is investigated. The method consists of studying the stress analysis of elasto-plastic flow under arbitrary loadings. A singular integral operators computational process is proposed for the numerical evaluation of two- and three-dimensional principle-value integrals by using the Gauss-Legendre, Lobatto and Radau cubature formulas. An application is given for the determination of the elastic stress analysis of a thick cylinder subjected to an internal pressure.	en
heal.publisher	PERGAMON-ELSEVIER SCIENCE LTD	en
heal.journalName	COMPUTERS & STRUCTURES	en
dc.identifier.isi	ISI:A1991EQ47100001	en
dc.identifier.volume	38	en
dc.identifier.issue	1	en
dc.identifier.spage	1	en
dc.identifier.epage	8	en