Detail publikace

Experimental Evaluation of Residual Stresses in the Concrete

ZVOLÁNEK, L. KRATOCHVÍL, M. TERZIJSKI, I. KADLEC, J.

Originální název

Experimental Evaluation of Residual Stresses in the Concrete

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

Generally, volume changes commences almost immediately after the cement and water come in contact during concrete mixing. Humidity of surrounding environment affects the magnitude of shrinkage. Hence, we took it into account by means of Eurocode 2. This paper proposes the evaluation of residual stresses in concrete. To describe the development of residual stresses, magnitude of free shrinkage, degree of its restrain and corresponding value of elastic modulus has to be known. All required quantities was measured apart from degree of restraint. It was tested three types of concrete mixtures. Obtained results show that the free shrinkage value can be significantly reduced by technological way such as the change of concrete composition.

Klíčová slova

concrete, shrinkage, residual stress, Eurocode

Autoři

ZVOLÁNEK, L.; KRATOCHVÍL, M.; TERZIJSKI, I.; KADLEC, J.

Vydáno

11. 5. 2016

Nakladatel

Trans Tech Publication

Místo

Switzerland

ISBN

978-3-03835-680-6

Kniha

Advanced Engineering Technology II

ISSN

1660-9336

Periodikum

Applied Mechanics and Materials

Ročník

835

Stát

Švýcarská konfederace

Strany od

433

Strany do

438

Strany počet

6

URL

https://www.scientific.net/AMM.835.433

BibTex

@inproceedings{BUT118349,
  author="Lukáš {Zvolánek} and Miroslav {Kratochvíl} and Ivailo {Terzijski} and Jaroslav {Kadlec}",
  title="Experimental Evaluation of Residual Stresses in the Concrete",
  booktitle="Advanced Engineering Technology II",
  year="2016",
  journal="Applied Mechanics and Materials",
  volume="835",
  pages="433--438",
  publisher="Trans Tech Publication",
  address="Switzerland",
  doi="10.4028/www.scientific.net/AMM.835.433",
  isbn="978-3-03835-680-6",
  issn="1660-9336",
  url="https://www.scientific.net/AMM.835.433"
}