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		<identifier>oai:zbc.uz.zgora.pl:47364</identifier>
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<dc:title xml:lang="pl"><![CDATA[Buckling capacity curves for steel spherical shells loaded by the external pressure = Krzywe nośności wyboczeniowej stalowych powłok sferycznych obciążonych ciśnieniem zewnętrznym]]></dc:title>
<dc:creator><![CDATA[Błażejewski, Paweł]]></dc:creator>
<dc:creator><![CDATA[Marcinowski, Jakub]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[stalowe powłoki sferyczne]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[nośność wyboczeniowa]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[krzywe nośności]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[model numeryczny]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[MES]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[steel spherical shells]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[buckling resistance]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[capacity curve]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[numerical approach]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[FEM]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[Assessment of buckling resistance of pressurised spherical cap is not an easy task. There exist two different approaches which allow to achieve this goal. The first approach involves performing advanced numerical analyses in which material and geometrical nonlinearities would be taken into account as well as considering the worst imperfections of the defined amplitude. This kind of analysis is customarily called GMNIA and is carried out by means of the computer software based on FEM.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[The other, comparatively easier approach, relies on the utilisation of earlier prepared procedures which enable determination of the critical resistance ?Rcrthe plastic resistance ? sub>Rpl and buckling parameters ? ? ? ? sub>0 needed to the definition of the standard buckling resistance curve. The determination of the buckling capacity curve for the particular class of spherical caps is the principal goal of this work.]]></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/47364/4_blazejewski_buckling.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/57188/edition/47364/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:47364]]></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:57188]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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