The Study of Specimen Shape and Size on Test Result of Moduls Elasticity
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F09%3A00177460" target="_blank" >RIV/68407700:21610/09:00177460 - 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
The Study of Specimen Shape and Size on Test Result of Moduls Elasticity
Original language description
Modulus of elasticity is main material parameter for concrete structures, that goes into series of static computing and is near by other physically-mechanic characteristic of concretes as creep, shrinkage, frost resistance, durability etc.. Modulus of elasticity describes ability of concrete to conduct lively under load. Modulus is determining from deformations, which impending after known loading. Values determined on same material test specimen, who were made and treated identically, have not same rate for series of technological influences.
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
V - Vyzkumna aktivita podporovana z jinych verejnych zdroju
Others
Publication year
2009
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
CTU REPORTS Workshop 2009
ISBN
978-80-01-04286-1
ISSN
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e-ISSN
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Number of pages
2
Pages from-to
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Publisher name
CTU Publishing House
Place of publication
Praha
Event location
Praha
Event date
Feb 16, 2009
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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