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		<identifier>oai:zbc.uz.zgora.pl:72775</identifier>
	    <datestamp>2023-07-06T08:42:31Z</datestamp>
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<dc:title xml:lang="pl"><![CDATA[Effect of Modified Carbon Nanotubes Epoxy on the Mechanical Properties of Concrete Reinforced with FRP Sheets]]></dc:title>
<dc:creator><![CDATA[Kazemi, Hamid]]></dc:creator>
<dc:creator><![CDATA[Heydari, Mostafa]]></dc:creator>
<dc:creator><![CDATA[Bamoharam, Fateme Farash]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[carbon nanotube]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[epoxy resin]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[fibre reinforced polymer]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[mechanical properties]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[reinforce concrete]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[FRP sheet]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[mechanical testing]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[nanorurka węglowa]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[żywica epoksydowa]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[kompozyt]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[właściwości mechaniczne]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[beton zbrojony]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[mata FRP]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[Today, using Fiber Reinforced Polymer (FRP) sheets is one of the conventional methods in retrofitting concrete structures. Some factors affecting FRP sheets proper performance include mechanical properties, surface specifications, connector`s material and connecting approach in concrete elements. Previous studies showed that FRP epoxy resin and its basic surface have a significant impact on the ultimate bearing capacity.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[In line with the development of nanotechnology in recent years, this paper presents an experimental study to show the effects of adding the best percentage of nano-carbons to adhesive resin and evaluate the ultimate axial, shear and bending strengths in concrete samples. The results show that using FRP with carbon nanotube reinforced resins will significantly increase stiffness and ductility by 100%; moreover, it shows an effective increase of almost 13% in axial and flexural strengths of specimens.]]></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/72775/ceer2021_3_kazemi_effect.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/79766/edition/72775/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:72775]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), no 31, vol. 3]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:79766]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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