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KOCÁB, D. MISÁK, P. DANĚK, P. KUCHARCZYKOVÁ, B. HALAMOVÁ, R.
Original Title
Experimental Determination of how the Static Modulus of Elasticity is Influenced by the Value of the Upper Loading Stress
Type
conference paper
Language
English
Original Abstract
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.
Keywords
Static modulus of elasticity; upper loading stress; concrete
Authors
KOCÁB, D.; MISÁK, P.; DANĚK, P.; KUCHARCZYKOVÁ, B.; HALAMOVÁ, R.
Released
28. 2. 2018
Publisher
Trans Tech Publications
Location
Switzerland
ISBN
978-3-0357-1284-1
Book
Solid State Phenomena: 24th Concrete Days
1662-9779
Periodical
Solid State Phenomena
Year of study
272
State
Swiss Confederation
Pages from
64
Pages to
69
Pages count
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="1662-9779" }