HEAL DSpace

3-DIMENSIONAL NONLINEAR FINITE-ELEMENT MODEL FOR STRUCTURAL CONCRETE .1. MAIN FEATURES AND OBJECTIVITY STUDY

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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


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