Test and Technological Influences on Modulus of Elasticity of Concrete - Recapitulation

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F13%3A00212754" target="_blank" >RIV/68407700:21610/13:00212754 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.1016/j.proeng.2013.09.041" target="_blank" >http://dx.doi.org/10.1016/j.proeng.2013.09.041</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1016/j.proeng.2013.09.041" target="_blank" >10.1016/j.proeng.2013.09.041</a>

Jazyk výsledku

čeština

Název v původním jazyce

Test and Technological Influences on Modulus of Elasticity of Concrete - Recapitulation

Popis výsledku v původním jazyce

This article is summarizing technological and test influences on modulus of elasticity of concrete and presents in more detail results of experimental measuring of following test influences: shape and dimensions of test piece, method of finishing of pressing surface, level of load. Not just its durability but also deformative characteristics of concrete have been coming to fore of experts’ interest during last years. One of deformable characteristics of each concrete type is modulus of elasticity of concrete. Modulus of elasticity is part of many static calculations and has close relation to other physical and mechanical characteristics of concrete as are creeping, shrinking, frost resistance etc. Final value of the modulus of elasticity of concrete depends on many influences. These influences can be basically classified as test influences and technological influences.

Název v anglickém jazyce

Test and Technological Influences on Modulus of Elasticity of Concrete - Recapitulation

Popis výsledku anglicky

This article is summarizing technological and test influences on modulus of elasticity of concrete and presents in more detail results of experimental measuring of following test influences: shape and dimensions of test piece, method of finishing of pressing surface, level of load. Not just its durability but also deformative characteristics of concrete have been coming to fore of experts’ interest during last years. One of deformable characteristics of each concrete type is modulus of elasticity of concrete. Modulus of elasticity is part of many static calculations and has close relation to other physical and mechanical characteristics of concrete as are creeping, shrinking, frost resistance etc. Final value of the modulus of elasticity of concrete depends on many influences. These influences can be basically classified as test influences and technological influences.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

<a href="/cs/project/GA13-15175S" target="_blank" >GA13-15175S: Prvky z funkčně vrstvených vláknocementových kompozitů</a><br>

Návaznosti

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

Rok uplatnění

2013

Kód důvěrnosti údajů

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

Název statě ve sborníku

Concrete and Concrete Structures 2013

ISBN

—

ISSN

1877-7058

e-ISSN

1877-7058

Počet stran výsledku

7

Strana od-do

266-272

Název nakladatele

University of Žilina

Místo vydání

Žilina

Místo konání akce

Terchivá - Vrátná dolina

Datum konání akce

23. 10. 2013

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000345157600040