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		<identifier>oai:zbc.uz.zgora.pl:46407</identifier>
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<dc:title xml:lang="pl"><![CDATA[Elastic analysis of thin fiber-reinforced plates = Analiza sprężystych płyt zbrojonych włóknami]]></dc:title>
<dc:creator><![CDATA[Kuczma, Mieczysław]]></dc:creator>
<dc:creator><![CDATA[Kula, Krzysztof]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[sprężyste płyty zbrojone]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[płyty włóknokompozytowe]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[model Świtki]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[metoda elementów skończonych]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[fibre-composite layered plate]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[bending of anisotropic plate]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[Finite Element Method (FEM)]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[elastic solution]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[This paper is concerned with the bending problem of a fibre-composite plate in the elastic range. Within the classical Kirchhoff plate theory, two approaches are utilized. In the model due to Świtka, the fibre-composite plate is treated as a homogeneous medium with a number of embedded families of fibres, while in the second model the plate is considered as a system of orthotropic layers. The bending problem is formulated in classical and variational forms and solved by finite element method. We have developed our own computer code and numerically compared predictions of the two models and other models available in the program ABAQUS on test examples. Numerical results illustrating influence of the placement of fibres on the quantities of interest are also included.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[tytuł dodatkowy: Prace z Inżynierii Lądowej i Środowiska]]></dc:description>
<dc:publisher><![CDATA[Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego]]></dc:publisher>
<dc:contributor><![CDATA[Świtka, Romuald - red.]]></dc:contributor>
<dc:date><![CDATA[2005]]></dc:date>
<dc:type xml:lang="pl"><![CDATA[artykuł]]></dc:type>
<dc:format xml:lang="pl"><![CDATA[application/pdf]]></dc:format>
<dc:identifier><![CDATA[http://www.zbc.uz.zgora.pl/repozytorium/Content/46407/09_kuczma_elastic.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/53848/edition/46407/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:46407]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), No 1]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:53848]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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