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		<identifier>oai:zbc.uz.zgora.pl:72711</identifier>
	    <datestamp>2023-07-06T08:42:31Z</datestamp>
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<dc:title xml:lang="pl"><![CDATA[Experimental Tests of the Vector II Slab in Field Conditions, Slab and Strip Model]]></dc:title>
<dc:creator><![CDATA[Zając, Jakub]]></dc:creator>
<dc:creator><![CDATA[Drobiec, Łukasz]]></dc:creator>
<dc:creator><![CDATA[Jasiński, Radosław]]></dc:creator>
<dc:creator><![CDATA[Wieczorek, Mirosław]]></dc:creator>
<dc:creator><![CDATA[Kisiołek, Artur]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[crack pattern]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[flexural analysis]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[interface]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[precast]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[slab]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[short-term load]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[pęknięcie]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[zginanie]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[prefabrykaty]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[płyty]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[obciążenie krótkotrwałe]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[Vector II slab was tested on a natural scale (a slab with a dimension of 6.30 x 6.30 m) and a strip 6.30 m long and 1.20 m wide. The Vector II slab is built by precast panel 60 cm wide, 4 cm thick and 14-20 cm thick concrete overtopping on the construction site. The main purpose of the slab tests on a natural scale was to observe the "faulting" effect and temporary deflections. During the tests, the displacements in the area of the panel joints in the middle of the slab span were recorded.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[The maximum difference in displacement between adjacent panels of the slab model was 0.16 mm, and the vertical displacement was 1.9 mm. The strip model had no cracks that could indicate a interface cracks between the precast element and the concrete overlay. After completion of the field tests, the load was left on the slab model to verify long-term effects.]]></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[2021]]></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/72711/ceer2021_1_zajac_experimental.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/79700/edition/72711/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:72711]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), no 31, vol. 1]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:79700]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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