Detail publikace

Experimental Determination of how the Static Modulus of Elasticity is Influenced by the Value of the Upper Loading Stress

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

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

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.

Klíčová slova

Static modulus of elasticity; upper loading stress; concrete

Autoři

KOCÁB, D.; MISÁK, P.; DANĚK, P.; KUCHARCZYKOVÁ, B.; HALAMOVÁ, R.

Vydáno

28. 2. 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

Ročník

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="1662-9779"
}