Publication detail

Experimental Evaluation of Residual Stresses in the Concrete

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

Original Title

Experimental Evaluation of Residual Stresses in the Concrete

Type

conference paper

Language

English

Original Abstract

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.

Keywords

concrete, shrinkage, residual stress, Eurocode

Authors

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

Released

11. 5. 2016

Publisher

Trans Tech Publication

Location

Switzerland

ISBN

978-3-03835-680-6

Book

Advanced Engineering Technology II

ISBN

1660-9336

Periodical

Applied Mechanics and Materials

Year of study

835

State

Swiss Confederation

Pages from

433

Pages to

438

Pages count

6

URL

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"
}