3-DIMENSIONAL NONLINEAR FINITE-ELEMENT MODEL FOR STRUCTURAL CONCRETE .2. GENERALITY STUDY

VIDOSA, FG; KOTSOVOS, MD; PAVLOVIC, MN

dc.contributor.author	VIDOSA, FG	en
dc.contributor.author	KOTSOVOS, MD	en
dc.contributor.author	PAVLOVIC, MN	en
dc.date.accessioned	2014-03-01T01:40:50Z
dc.date.available	2014-03-01T01:40:50Z
dc.date.issued	1991	en
dc.identifier.issn	0307-8361	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/23270
dc.subject.classification	Engineering, Civil	en
dc.title	3-DIMENSIONAL NONLINEAR FINITE-ELEMENT MODEL FOR STRUCTURAL CONCRETE .2. GENERALITY STUDY	en
heal.type	journalArticle	en
heal.language	English	en
heal.publicationDate	1991	en
heal.abstract	The three-dimensional finite-element model for structural concrete, proposed on the basis of an objectivity study described in the first part of this two-paper series, is now applied to a wider range of problems in an attempt to establish its generality. Additional examples are presented which, together with the examples outlined previously, provide sufficient evidence to suggest that the numerical scheme based on 'constant' parameters, and requiring only the specification of the uniaxial cylinder compressive strength of the concrete mix adopted, represents a useful and reliable tool for purposes of practical design and analysis.	en
heal.publisher	THOMAS TELFORD SERVICES LTD	en
heal.journalName	PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY	en
dc.identifier.isi	ISI:A1991GG40800009	en
dc.identifier.volume	91	en
dc.identifier.spage	545	en
dc.identifier.epage	560	en