Please use this identifier to cite or link to this item: https://er.nau.edu.ua/handle/NAU/11576
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dc.contributor.authorРодченко, Олександр Васильович-
dc.date.accessioned2014-11-09T17:01:46Z-
dc.date.available2014-11-09T17:01:46Z-
dc.date.issued2013-05-08-
dc.identifier.citationComputer technologies of finite element modeling of airfield rigid pavement / O. V. Rodchenko // 16th Conference of Young Scientists of Lithuania „Science – Lithuania‘s Future. TRANSPORT“, 8th of May 2013: Proceedings. – Vilnius, 2013. – Р. 65-70.-
dc.identifier.isbn978-609-457-490-0-
dc.identifier.isbn978-609-457-489-4-
dc.identifier.issn2029-7157-
dc.identifier.issn2029-7149-
dc.identifier.urihttp://er.nau.edu.ua/handle/NAU/11576-
dc.description.abstractFinite element modelling of airfield two-layer rigid pavement can be provided in program LIRA. FEM programs FEAFAA, FAARFIELD, ILLI-SLAB, ABAQUS do not provide finite element model of two-layer concrete pavement on the stabilized base. The maximum bending moment of upper slab computed by LIRA is more than the bending moment computed by SNiP. Finite element model of multi-slab jointed two-layer rigid pavement for program LIRA allows analyzing pavement with or without separator layer and under impact of new large aircrafts all main landing gears.uk_UA
dc.language.isoenuk_UA
dc.publisherTransport engineering and management, 8 May 2013, Vilnius, Lithuaniauk_UA
dc.subjectfinite element methoduk_UA
dc.subjectairfield rigid pavementuk_UA
dc.subjectmain landing gearuk_UA
dc.subjectdowel baruk_UA
dc.subjectjointuk_UA
dc.subjectseparator layeruk_UA
dc.subjectcompression ratiouk_UA
dc.titleComputer technologies of finite element modelling of airfield rigid pavementuk_UA
dc.typeArticleuk_UA
Appears in Collections:Наукові статті співробітників кафедри комп'ютерних технологій будівництва та реконструкції аеропортів

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