3-DIMENSIONAL NONLINEAR FINITE-ELEMENT MODEL FOR STRUCTURAL CONCRETE .1. MAIN FEATURES AND OBJECTIVITY 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/123456789/23269
dc.subject.classification	Engineering, Civil	en
dc.subject.other	MATHEMATICAL-DESCRIPTION	en
dc.subject.other	INTEGRATION	en
dc.subject.other	FRACTURE	en
dc.subject.other	NLFEA	en
dc.title	3-DIMENSIONAL NONLINEAR FINITE-ELEMENT MODEL FOR STRUCTURAL CONCRETE .1. MAIN FEATURES AND OBJECTIVITY STUDY	en
heal.type	journalArticle	en
heal.language	English	en
heal.publicationDate	1991	en
heal.abstract	A three-dimensional (and hence also fully-triaxial) finite-element model is presented for the non-linear analysis of concrete structures. Following a thorough review and discussion of the various material and procedural factors known to affect such models, those parameters for which not sufficient evidence is currently available are investigated through an objectivity study. It is on the basis of the conclusions drawn from the latter that a model with 'constant' parameters may be proposed, the generality of which will be reported in a subsequent publication.	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:A1991GG40800008	en
dc.identifier.volume	91	en
dc.identifier.spage	517	en
dc.identifier.epage	544	en