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		<identifier>oai:zbc.uz.zgora.pl:61993</identifier>
	    <datestamp>2023-07-06T08:42:31Z</datestamp>
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<dc:title xml:lang="pl"><![CDATA[Numerical analysis of effectiveness of strengthening concrete slab in tension of the steel-concrete composite beam using pretensioned CFRP strip = Analiza numeryczna skuteczności wzmocnienia wstępnie naprężonymi taśmami CFRP rozciąganej płyty stalowo-betonowej belki zespolonej]]></dc:title>
<dc:creator><![CDATA[Jankowiak, Iwona]]></dc:creator>
<dc:creator><![CDATA[Madaj, Arkadiusz]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[composite beam]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[FE analysis]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[CFRP strips]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[strengthening of composite beam]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[concrete in tension]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[Concrete Damage Plasticity model]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[belka zespolona]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[analiza MES]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[taśmy CFRP]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[wzmacnianie belek zespolonych]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[beton rozciągany]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[beton plastyczny]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[One of the methods to increase the load carrying capacity of the reinforced concrete (RC) structure is its strengthening by using carbon fiber (CFRP) strips. There are two methods of strengthening using CFRP strips - passive method and active method. In the passive method a strip is applied to the concrete surface without initial strains, unlike in the active method a strip is initially pretensioned before its application.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[In the case of a steel-concrete composite beam, strips may be used to strengthen the concrete slab located in the tension zone (in the parts of beams with negative bending moments). The finite element model has been developed and validated by experimental tests to evaluate the strengthening efficiency of the composite girder with pretensioned CFRP strips applied to concrete slab in its tension zone.]]></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[2017]]></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/61993/DOI_ceer_27_2017_0046%20Jankowiak.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/68545/edition/61993/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:61993]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), No 27]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:68545]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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