Textile Reinforced Concrete - Application in Thin-walled Structures

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F15%3A00233107" target="_blank" >RIV/68407700:21110/15:00233107 - 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

Textile Reinforced Concrete - Application in Thin-walled Structures

Popis výsledku v původním jazyce

Textile reinforced concrete (TRC) is a special type of material, which has a major advantage ? the reinforcement is evenly distributed and placed in a position most advantageous from the structural point of view. The research reported in this paper was focused on optimization of method of concreting of TRC specimens, verification of material properties and evaluation of modes of failure. Several slabs with basalt fabric reinforcement were made from C 40/50 concrete and high performance concrete (HPC) for this purpose. The first set of specimens was concreted in horizontal moulds, vertical moulds were used for the second one. Flexural and buckling tests were performed, the effect of production method used (vertical/horizontal concreting) was evaluated.Finally, numerical simulation of the tests in ATENA FEM software was conducted. The tests proved high load-bearing capacity of TRC specimens, optimal method for concreting was found.

Název v anglickém jazyce

Textile Reinforced Concrete - Application in Thin-walled Structures

Popis výsledku anglicky

Textile reinforced concrete (TRC) is a special type of material, which has a major advantage ? the reinforcement is evenly distributed and placed in a position most advantageous from the structural point of view. The research reported in this paper was focused on optimization of method of concreting of TRC specimens, verification of material properties and evaluation of modes of failure. Several slabs with basalt fabric reinforcement were made from C 40/50 concrete and high performance concrete (HPC) for this purpose. The first set of specimens was concreted in horizontal moulds, vertical moulds were used for the second one. Flexural and buckling tests were performed, the effect of production method used (vertical/horizontal concreting) was evaluated.Finally, numerical simulation of the tests in ATENA FEM software was conducted. The tests proved high load-bearing capacity of TRC specimens, optimal method for concreting was found.

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2015

Kód důvěrnosti údajů

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

Název statě ve sborníku

Fibre Concrete 2015 - Technology, Design, Application

ISBN

978-80-01-05683-7

ISSN

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e-ISSN

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Počet stran výsledku

8

Strana od-do

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Název nakladatele

České vysoké učení technické v Praze, Fakulta stavební

Místo vydání

Praha

Místo konání akce

Praha

Datum konání akce

10. 9. 2015

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

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