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		<identifier>oai:zbc.uz.zgora.pl:47363</identifier>
	    <datestamp>2024-03-11T11:45:32Z</datestamp>
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<dc:title xml:lang="pl"><![CDATA[Numerical analysis of deflections of multi-layered beams = Numeryczna analiza ugięć belek warstwowych]]></dc:title>
<dc:creator><![CDATA[Biliński, Tadeusz (1932- )]]></dc:creator>
<dc:creator><![CDATA[Socha, Tomasz]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[ABAQUS]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[drewno]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[kompozyt]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[konstrukcje warstwowe]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[MES]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[pełzanie]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[reologia]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[wzmacnianie]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[wood]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[composite]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[composite construction]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[rheology]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[creep]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[strengthening]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[The paper concerns the rheological bending problem of wooden beams reinforced with embedded composite bars. A theoretical model of the behaviour of a multi-layered beam is presented. The component materials of this beam are described with equations for the linear viscoelastic five-parameter rheological model. Two numerical analysis methods for the long-term response of wood structures are presented. The first method has been developed with SCILAB software.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[The second one has been developed with the finite element calculation software ABAQUS and user subroutine UMAT. Laboratory investigations were conducted on sample beams of natural dimensions in order to validate the proposed theoretical model and verify numerical simulations. Good agreement between experimental measurements and numerical results is observed.]]></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[Kuczyński, Tadeusz - red.]]></dc:contributor>
<dc:date><![CDATA[2014]]></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/47363/3_bilinski_numerical.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/57187/edition/47363/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:47363]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), No 15]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:57187]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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