Experimental Determination of how the Static Modulus of Elasticity is Influenced by the Value of the Upper Loading Stress

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F18%3APU127300" target="_blank" >RIV/00216305:26110/18:PU127300 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.4028/www.scientific.net/SSP.272.64" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/SSP.272.64</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.4028/www.scientific.net/SSP.272.64" target="_blank" >10.4028/www.scientific.net/SSP.272.64</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Experimental Determination of how the Static Modulus of Elasticity is Influenced by the Value of the Upper Loading Stress

Popis výsledku v původním jazyce

There is a large number of factors that have a strong influence on the elastic modulus of concrete. These are technological influences as well as issues connected with the testing methods for its determination, one of which is the choice of the upper loading stress of cyclic loading during testing the static modulus of elasticity of concrete in compression. The upper loading stress should be equal to 1/3 of the specimen’s compressive strength, however, its choice is often made incorrectly. This paper describes an experiment focused on discovering the impact that deviating from the 1/3 upper loading stress has on the measured value of the static modulus of elasticity.

Název v anglickém jazyce

Experimental Determination of how the Static Modulus of Elasticity is Influenced by the Value of the Upper Loading Stress

Popis výsledku anglicky

There is a large number of factors that have a strong influence on the elastic modulus of concrete. These are technological influences as well as issues connected with the testing methods for its determination, one of which is the choice of the upper loading stress of cyclic loading during testing the static modulus of elasticity of concrete in compression. The upper loading stress should be equal to 1/3 of the specimen’s compressive strength, however, its choice is often made incorrectly. This paper describes an experiment focused on discovering the impact that deviating from the 1/3 upper loading stress has on the measured value of the static modulus of elasticity.

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20101 - Civil engineering

Projekt

<a href="/cs/project/LO1408" target="_blank" >LO1408: AdMaS UP - Pokročilé stavební materiály, konstrukce a technologie</a><br>

Návaznosti

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

Rok uplatnění

2018

Kód důvěrnosti údajů

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

Název statě ve sborníku

Solid State Phenomena: 24th Concrete Days

ISBN

978-3-0357-1284-1

ISSN

1662-9779

e-ISSN

—

Počet stran výsledku

6

Strana od-do

64-69

Název nakladatele

Trans Tech Publications

Místo vydání

Switzerland

Místo konání akce

Jihlava

Datum konání akce

6. 4. 2017

Typ akce podle státní příslušnosti

CST - Celostátní akce

Kód UT WoS článku

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