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<dc:title xml:lang="pl"><![CDATA[Flexural behaviour of a cold-formed steel-concrete composite beam with channel type shear connector - an experimental and analytical study]]></dc:title>
<dc:creator><![CDATA[Palanivelu, Sangeetha]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[composite beam]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[beam]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[cold-formed steel]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[channel connectors]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[load]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[belka stalowo-betonowa]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[kompozyt]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[złącze kanałowe]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[obciążenia]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[Steel-concrete composite structures are widely used in the current construction of bridges and multi-storey buildings. The effect of shear connectors in a cold-formed steel-composite beam was studied under flexure. The number of channel connectors in the specimen was varied and the same was compared with a specimen without shear connectors. The performance and failure of cold-formed steel-composite beams were then studied.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[The presence of shear connectors in the tension zone prevents the formation of cracks which are the major cause of failure in a beam subjected to bending. The load carrying capacity is greater in a composite beam and an increase in the number of channel connectors from one to five increases the load-carrying capacity by 60% as compared to a specimen without a connector. A composite beam with five connectors is more ductile, with a ductility factor of 14. The Composite beams were also analysed using the finite element software ANSYS and were found to have good agreement with the experimental results.]]></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[2019]]></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/68192/ceer2019_3_palanivelu_flexural.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/75109/edition/68192/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:68192]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), no 29, vol. 3]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:75109]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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