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		<identifier>oai:zbc.uz.zgora.pl:72534</identifier>
	    <datestamp>2023-07-06T08:42:31Z</datestamp>
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<dc:title xml:lang="pl"><![CDATA[Experimental Investigation into Banana Fibre Reinforced Lightweight Concrete Masonry Prism Sandwiched with GFRP sheet]]></dc:title>
<dc:creator><![CDATA[Vijayalakshmi, Ramalingam]]></dc:creator>
<dc:creator><![CDATA[Ramanagopal, Srinivasan]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[lightweight concrete]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[banana fibre]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[masonry prism]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[GFRP]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[experimental investigation]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[beton lekki]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[włókna bananowe]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[pryzmat]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[badania eksperymentalne]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[This paper presents the stress-strain behaviour of Natural Banana microfibre reinforced Lightweight Concrete (LWC) prisms under axial compression. The compressive strength of masonry is obtained by testing stack bonded prisms under compression normal to its bed joint. LWC blocks of cross-sectional dimensions 200 mm x 150 mm were used to construct the prism with an overall height of 630 mm.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[Three series of specimens were cast; (a) prism without Banana fibre (control), (b) prism with Banana microfibres, (c) prism with Banana microfibres sandwiched with Glass Fibre Reinforced Polymer (GFRP) sheets. Natural Banana fibres were used as structural fibre reinforcement at different volume fractions (VF). The results indicate that the presence of fibres helps to improve the strength, stiffness, and ductility of LWC stack bonded prisms under compression.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[The test results also indicate that banana fibre reinforcement provides an improved crack bridging mechanism at both micro and macro levels. The GFRP sandwiched prism specimens exhibited excellent ductility and load-carrying capacity resulting from improved plastic deformation tolerance under compression and bonding between the LWC block and GFRP sheet.]]></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[2020]]></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/72534/ceer2020_2_vijayalakshami_experimental.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/79566/edition/72534/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:72534]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), no 30, vol. 2]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:79566]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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