Detail publikace

Concrete Resistance to Cracking due to Shrinkage

ZVOLÁNEK, L. TERZIJSKI, I.

Originální název

Concrete Resistance to Cracking due to Shrinkage

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

This paper suggests an interpretation of the concrete resistance to cracking caused by shrinkage. Cement hydration leads to many chemical processes which cause volume changes and changes of the other physico-mechanical properties of concrete. It is necessary to know the development of residual stresses and corresponding capacity of concrete to establishing of the resistance to shrinkage cracking. Intersection of stress and capacity is a time point which determines that resistance. All necessary concrete properties was established experimentally. The three types of micro-concretes were monitored. On the basis of acquired results it can be stated that the optimal composition of micro-concrete was found because no shrinkage cracks should occur during its life-time.

Klíčová slova

concrete, shrinkage, residual stress, strength, optimization

Autoři

ZVOLÁNEK, L.; TERZIJSKI, I.

Vydáno

25. 4. 2016

Nakladatel

Trans Tech Publication

Místo

Switzerland

ISBN

978-3-03835-675-2

Kniha

Solid State Phenomena

ISSN

1662-9779

Periodikum

Solid State Phenomena

Ročník

249

Stát

Švýcarská konfederace

Strany od

96

Strany do

101

Strany počet

6

BibTex

@inproceedings{BUT118347,
  author="Lukáš {Zvolánek} and Ivailo {Terzijski}",
  title="Concrete Resistance to Cracking due to Shrinkage",
  booktitle="Solid State Phenomena",
  year="2016",
  journal="Solid State Phenomena",
  volume="249",
  pages="96--101",
  publisher="Trans Tech Publication",
  address="Switzerland",
  doi="10.4028/www.scientific.net/SSP.249.96",
  isbn="978-3-03835-675-2",
  issn="1662-9779"
}