Testing of Concrete and Fibre Reinforced Concrete in Uniaxial Tension

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F15%3A00227373" target="_blank" >RIV/68407700:21110/15:00227373 - isvavai.cz</a>

Výsledek na webu

<a href="http://www.scientific.net/" target="_blank" >http://www.scientific.net/</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.4028/www.scientific.net/AMR.1106.49" target="_blank" >10.4028/www.scientific.net/AMR.1106.49</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Testing of Concrete and Fibre Reinforced Concrete in Uniaxial Tension

Popis výsledku v původním jazyce

The paper deals with an investigation of tensile properties of concrete and fibre reinforced concrete using the test in uniaxial tension. This arrangement is technically more difficult compared to the commonly used bending test, but allows easier determination of strength-deformation parameters of material. The advantage of the test is the possibility of direct analysis of the post-peak part of the stress-strain diagram in tension. The article describes the recommended test arrangement and analyzes methodology of loading. Attention is focused on the critical phase of the loading process and subsequent evaluation of results. In the experimental research was compared strength and corresponding strain of specific fibre reinforced concrete, obtained in three-point and four-point bending test, and the uniaxial tension test. The results of this comparative study are presented in the conclusion.

Název v anglickém jazyce

Testing of Concrete and Fibre Reinforced Concrete in Uniaxial Tension

Popis výsledku anglicky

The paper deals with an investigation of tensile properties of concrete and fibre reinforced concrete using the test in uniaxial tension. This arrangement is technically more difficult compared to the commonly used bending test, but allows easier determination of strength-deformation parameters of material. The advantage of the test is the possibility of direct analysis of the post-peak part of the stress-strain diagram in tension. The article describes the recommended test arrangement and analyzes methodology of loading. Attention is focused on the critical phase of the loading process and subsequent evaluation of results. In the experimental research was compared strength and corresponding strain of specific fibre reinforced concrete, obtained in three-point and four-point bending test, and the uniaxial tension test. The results of this comparative study are presented in the conclusion.

Druh

D - Stať ve sborníku

CEP obor

JI - Kompositní materiály

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

Proceedings from 21st Czech Concrete Day 2014

ISBN

978-3-03835-474-1

ISSN

1022-6680

e-ISSN

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Počet stran výsledku

4

Strana od-do

49-52

Název nakladatele

Trans Tech Publications Ltd.

Místo vydání

Pfaffikon

Místo konání akce

Hradec Králové

Datum konání akce

26. 11. 2014

Typ akce podle státní příslušnosti

CST - Celostátní akce

Kód UT WoS článku

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