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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

  • DOI - Digital Object Identifier

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

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JN - Civil engineering

  • OECD FORD branch

Result continuities

  • Project

  • 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

  • e-ISSN

  • Number of pages

    2

  • Pages from-to

  • 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