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<dc:title xml:lang="pl"><![CDATA[Cracking in concrete near joints in steel-concrete composite slab = Zarysowanie płyty żelbetowej w strefie przywęzłowej stropu zespolonego]]></dc:title>
<dc:creator><![CDATA[Niedośpiał, Marcin]]></dc:creator>
<dc:creator><![CDATA[Knauff, Michał]]></dc:creator>
<dc:creator><![CDATA[Barcewicz, Wioleta]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[zarysowanie]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[strop zespolony]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[węzły podatne]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[cracking]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[steel-concrete composite slab]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[semi-rigid joints]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[In this paper results of the experimental tests of four full-scale composite steel-concrete elements are reported. In the steel-concrete composite elements, a steel beam was connected with a slab cast on profiled sheeting, by shear studs.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[The end-plates were (the thickness of 8 mm, 10 mm and 12 mm) thinner than in ordinary design. Joints between the column and the beams have been designed as semi-rigid, i.e. the deformations of end-plates affect the distribution of forces in the adjacent parts of the slab.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[The paper presents the theory of cracking in reinforced concrete and steel-concrete composite members (according to the codes), view of crack pattern on the surface of the slabs and a comparison of the tests results and the code calculations. It was observed, that some factors influencing on crack widths are not taken in Eurocode 4 (which is based on Eurocode 2 with taking into account the phenomenon called "tension stiffening").]]></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[2015]]></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/47398/13_niedospial_cracking.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/57437/edition/47398/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:47398]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), No 16]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:57437]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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