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Detail publikačního výsledku
KOCÁB, D.; MISÁK, P.; DANĚK, P.; KUCHARCZYKOVÁ, B.; HALAMOVÁ, R.
Originální název
Experimental Determination of how the Static Modulus of Elasticity is Influenced by the Value of the Upper Loading Stress
Anglický název
Druh
Stať ve sborníku v databázi WoS či Scopus
Originální abstrakt
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.
Anglický abstrakt
Klíčová slova
Static modulus of elasticity; upper loading stress; concrete
Klíčová slova v angličtině
Autoři
Rok RIV
2019
Vydáno
28.02.2018
Nakladatel
Trans Tech Publications
Místo
Switzerland
ISBN
978-3-0357-1284-1
Kniha
Solid State Phenomena: 24th Concrete Days
ISSN
1662-9779
Periodikum
Solid State Phenomena
Svazek
272
Stát
Švýcarská konfederace
Strany od
64
Strany do
69
Strany počet
6
BibTex
@inproceedings{BUT146294, author="Dalibor {Kocáb} and Petr {Misák} and Petr {Daněk} and Barbara {Kucharczyková} and Romana {Halamová}", title="Experimental Determination of how the Static Modulus of Elasticity is Influenced by the Value of the Upper Loading Stress", booktitle="Solid State Phenomena: 24th Concrete Days", year="2018", journal="Solid State Phenomena", volume="272", pages="64--69", publisher="Trans Tech Publications", address="Switzerland", doi="10.4028/www.scientific.net/SSP.272.64", isbn="978-3-0357-1284-1", issn="1012-0394" }