Experimental Investigation of Tensile Behavior of Textile Reinforced Concrete with Nonwoven Polypropylene Fabric

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F17%3A00313769" target="_blank" >RIV/68407700:21110/17:00313769 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Experimental Investigation of Tensile Behavior of Textile Reinforced Concrete with Nonwoven Polypropylene Fabric

Popis výsledku v původním jazyce

The textile reinforced concrete structural members often suffer from delamination when oriented-fiber textiles are used. The delamination problem, which is most pronounced when the structural member is subjected to axial loading, may be reduced with the use of nonwoven textiles. The assessment of the effectiveness of production technology which ensure complete penetration of the concrete matrix into the nonwoven textile is currently performed with ad hoc testing methods. This paper presents two testing methods, which are standard, and for which suitable testing specimens have been developed. The applicability of the method is demonstrated on two sets of specimens which are moreover reinforced or not reinforced with the oriented glass fiber mesh. This type of mesh is used for stiffening the textile reinforced concrete structural member and thus is commonly added back to the nonwoven textile reinforced concrete composites.

Název v anglickém jazyce

Experimental Investigation of Tensile Behavior of Textile Reinforced Concrete with Nonwoven Polypropylene Fabric

Popis výsledku anglicky

The textile reinforced concrete structural members often suffer from delamination when oriented-fiber textiles are used. The delamination problem, which is most pronounced when the structural member is subjected to axial loading, may be reduced with the use of nonwoven textiles. The assessment of the effectiveness of production technology which ensure complete penetration of the concrete matrix into the nonwoven textile is currently performed with ad hoc testing methods. This paper presents two testing methods, which are standard, and for which suitable testing specimens have been developed. The applicability of the method is demonstrated on two sets of specimens which are moreover reinforced or not reinforced with the oriented glass fiber mesh. This type of mesh is used for stiffening the textile reinforced concrete structural member and thus is commonly added back to the nonwoven textile reinforced concrete composites.

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

<a href="/cs/project/GA15-11753S" target="_blank" >GA15-11753S: Intuitivní materiálové modelování pomocí fuzzy logiky</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2017

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

Mechanika 2017 Proceedings of the 22st International Scientific Conference

ISBN

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ISSN

1822-2951

e-ISSN

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Počet stran výsledku

3

Strana od-do

399-401

Název nakladatele

Kauno technologijos universitetas

Místo vydání

Kaunas

Místo konání akce

Kaunas

Datum konání akce

19. 5. 2017

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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