Evaluation of modulus of elasticity of concrete in terms of used entering components
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F10%3APU88959" target="_blank" >RIV/00216305:26110/10:PU88959 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Evaluation of modulus of elasticity of concrete in terms of used entering components
Original language description
The paper deals with the evaluation values for static and dynamic modulus of elasticity, including the strength characteristics of concrete at different ages. Under laboratory conditions, different formulations were mixed. Difference was in the strengthclass and of cement type and types of mined and crushed stone. Test specimens were tested for the observed compressive strength and determination of static modulus of elasticity. During the tests, was consistent with the procedures of standard regulations. The final value of the static modulus of elasticity compared with the values given by standard normal, which is derived from the compressive strength.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
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Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)<br>S - Specificky vyzkum na vysokych skolach
Others
Publication year
2010
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Technology and innovation in transportation infrastructure
ISBN
978-606-582-000-5
ISSN
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e-ISSN
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Number of pages
8
Pages from-to
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Publisher name
Societatii Academice "Matei-Teiu Botez"
Place of publication
Romania
Event location
Iasi, Romania
Event date
Dec 10, 2010
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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