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<dc:title xml:lang="pl"><![CDATA[Bending resistance of metal-concrete composite beams in a natural fire = Nośność na zginanie belek zespolonych metalowo-betonowych w pożarze naturalnym]]></dc:title>
<dc:creator><![CDATA[Chybiński, Marcin]]></dc:creator>
<dc:creator><![CDATA[Polus, Łukasz]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[composite beams]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[fire]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[steel]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[stainless steel]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[aluminium alloy]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[open car park]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[belka zespolona]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[pożar]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[stal]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[stal nierdzewna]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[stop aluminium]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[garaż otwarty]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[In this paper, the bending resistance of three metal-concrete composite beams was compared in real car fires in an open car park. Steel and concrete composite beams are often used for the construction of ceilings in multi-storey car parks. The authors made an attempt to evaluate how the replacement of a non-alloy steel girder with a stainless steel or aluminium alloy girder affects the bending resistance of a composite beam under fire conditions. The analysed beams were not fire-protected. They consisted of a concrete slab and a girder made of: non-alloy (carbon) S235J2 (1.0117) steel, X6CrNiMoTi17-12-2 (1.4571) stainless steel, and AW-6061 T6 (EN AW-Al Mg1SiCu) aluminium alloy.]]></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[2018]]></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/67505/ceer2018_4_chybinski_bending.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/74897/edition/67505/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:67505]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), no 28, vol. 4]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:74897]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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