The effect of the type of reinforcement on the mechanical parameters of concrete and on its explosion resistence

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F26232511%3A_____%2F14%3APROSO21" target="_blank" >RIV/26232511:_____/14:PROSO21 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/29372259:_____/14:PROSO21

Výsledek na webu

<a href="http://dx.doi.org/10.4028/www.scientific.net/AMR.1000.85" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/AMR.1000.85</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.4028/www.scientific.net/AMR.1000.85" target="_blank" >10.4028/www.scientific.net/AMR.1000.85</a>

Jazyk výsledku

angličtina

Název v původním jazyce

The effect of the type of reinforcement on the mechanical parameters of concrete and on its explosion resistence

Popis výsledku v původním jazyce

The paper summarizes the up to now results of the development of special concrete intended for the explosion resistance applications, the emphasis is put also on minimal secondary fragments formation at the explosion. The fine-grained concrete matrix hasbeen reinforced by various types of dispersed fibers (metallic, mineral and polymer) of different sizes and by their combination, while the same volume content of fibres has been kept. The concrete prism samples have been subjected to the determinationof mechanical parameters (compressive and flexural strength, modulus of elasticity). The concrete test elements of the same sizes as commercial products have been made and their explosion resistance was tested. The material characteristics and explosiontest data have been used for modeling the adequate wall thickness of the concrete element which should resist the explosion defined by type, size, weight and placement of the blast. In the next step the test elements has been reinforced b

Název v anglickém jazyce

The effect of the type of reinforcement on the mechanical parameters of concrete and on its explosion resistence

Popis výsledku anglicky

The paper summarizes the up to now results of the development of special concrete intended for the explosion resistance applications, the emphasis is put also on minimal secondary fragments formation at the explosion. The fine-grained concrete matrix hasbeen reinforced by various types of dispersed fibers (metallic, mineral and polymer) of different sizes and by their combination, while the same volume content of fibres has been kept. The concrete prism samples have been subjected to the determinationof mechanical parameters (compressive and flexural strength, modulus of elasticity). The concrete test elements of the same sizes as commercial products have been made and their explosion resistance was tested. The material characteristics and explosiontest data have been used for modeling the adequate wall thickness of the concrete element which should resist the explosion defined by type, size, weight and placement of the blast. In the next step the test elements has been reinforced b

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JI - Kompositní materiály

OECD FORD obor

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Projekt

<a href="/cs/project/TA01010975" target="_blank" >TA01010975: Protivýbuchové systémy aplikované v ochraně obyvatelstva</a><br>

Návaznosti

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

Rok uplatnění

2014

Kód důvěrnosti údajů

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

Název periodika

Advanced Materials Research

ISSN

1022-6680

e-ISSN

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Svazek periodika

Vol. 1000

Číslo periodika v rámci svazku

2014

Stát vydavatele periodika

CH - Švýcarská konfederace

Počet stran výsledku

6

Strana od-do

85-90

Kód UT WoS článku

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EID výsledku v databázi Scopus

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