High-Performance Textile Concrete Structural Element Loaded by Bending Moment

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F17%3A00315111" target="_blank" >RIV/68407700:21610/17:00315111 - 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

High-Performance Textile Concrete Structural Element Loaded by Bending Moment

Popis výsledku v původním jazyce

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

Název v anglickém jazyce

High-Performance Textile Concrete Structural Element Loaded by Bending Moment

Popis výsledku anglicky

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

Druh

J_ost - Ostatní články v recenzovaných periodicích

CEP obor

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OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

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

2017

Kód důvěrnosti údajů

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

Název periodika

IJSCER

ISSN

2319-6009

e-ISSN

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Svazek periodika

2017

Číslo periodika v rámci svazku

Volume 6, No. 2

Stát vydavatele periodika

KR - Korejská republika

Počet stran výsledku

4

Strana od-do

89-92

Kód UT WoS článku

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EID výsledku v databázi Scopus

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