Publication detail

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.

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

ISBN

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"
}