EXPERIMENTAL INVESTIGATION OF A STRUCTURAL ELEMENT MADE FROM HIGH-PERFORMANCE TEXTILE CONCRETE LOADED BY THE BENDING MOMENT

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F15%3A00234072" target="_blank" >RIV/68407700:21610/15:00234072 - 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 A STRUCTURAL ELEMENT MADE FROM HIGH-PERFORMANCE TEXTILE CONCRETE LOADED BY THE BENDING MOMENT

Popis výsledku v původním jazyce

Investigation was carried out under laboratory conditions on thin elements made from ultra-high performance concrete reinforced by a textile glass mat. The concrete had a fine-grained matrix according to a recipe designed at the Klokner Institute. Thin-walled test specimens were subjected to a short-term load in the testing machine and also to a long-term permanent load. The 2D glass textile reinforcement was protected by an alkali-resistant treatment. The test specimens were loaded in four-point bending. The material properties of the matrix and of the glass reinforcements were determined by a number of accompanying tests. A comparison was made between the results of the experimental investigation and the results of a simulation based on a numerical model.

Název v anglickém jazyce

EXPERIMENTAL INVESTIGATION OF A STRUCTURAL ELEMENT MADE FROM HIGH-PERFORMANCE TEXTILE CONCRETE LOADED BY THE BENDING MOMENT

Popis výsledku anglicky

Investigation was carried out under laboratory conditions on thin elements made from ultra-high performance concrete reinforced by a textile glass mat. The concrete had a fine-grained matrix according to a recipe designed at the Klokner Institute. Thin-walled test specimens were subjected to a short-term load in the testing machine and also to a long-term permanent load. The 2D glass textile reinforcement was protected by an alkali-resistant treatment. The test specimens were loaded in four-point bending. The material properties of the matrix and of the glass reinforcements were determined by a number of accompanying tests. A comparison was made between the results of the experimental investigation and the results of a simulation based on a numerical model.

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

<a href="/cs/project/GA13-12676S" target="_blank" >GA13-12676S: Pokročilý výzkum UHPC matrice pro ultra tenké prvky s nekonvenční výztuží</a><br>

Návaznosti

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

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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