Detail publikace

Simple Comparison of Different Concrete Resistance to Sulphate-Induced Corrosion

TERZIJSKI, I. KOCÁB, D. STRNAD, J. ZLÁMAL, M. LOUDA, P.

Originální název

Simple Comparison of Different Concrete Resistance to Sulphate-Induced Corrosion

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

The paper compares the sulphate ion attack resistance in several mixtures of high-performance concrete. The corrosion tests were not performed with the actual concretes, but with model mortars derived from them. The resistance was compared by means of a comparative, specifically double-comparative, methodology. The paper devotes much attention to describing this method, deriving the model mortars, and choosing the correct specimens and parameters to be observed. All important test results, which confirm the effectiveness of the method, are listed. The resistance of each mortar was identified with sufficient accuracy.

Klíčová slova

Concrete;Concrete Modelling;Corrosion;Resistance;Sulphates;Comparative Test

Autoři

TERZIJSKI, I.; KOCÁB, D.; STRNAD, J.; ZLÁMAL, M.; LOUDA, P.

Vydáno

19. 6. 2019

Nakladatel

Trans Tech Publications

Místo

Switzerland

ISBN

978-3-0357-1459-3

Kniha

Solid State Phenomena: 25th Concrete Days 2018

ISSN

1662-9779

Periodikum

Solid State Phenomena

Ročník

292

Stát

Švýcarská konfederace

Strany od

40

Strany do

44

Strany počet

5

URL

https://www.scientific.net/SSP.292.40

BibTex

@inproceedings{BUT157377,
  author="Ivailo {Terzijski} and Dalibor {Kocáb} and Jiří {Strnad} and Martin {Zlámal} and Pavel {Louda}",
  title="Simple Comparison of Different Concrete Resistance to Sulphate-Induced Corrosion",
  booktitle="Solid State Phenomena: 25th Concrete Days 2018",
  year="2019",
  journal="Solid State Phenomena",
  volume="292",
  pages="40--44",
  publisher="Trans Tech Publications",
  address="Switzerland",
  doi="10.4028/www.scientific.net/SSP.292.40",
  isbn="978-3-0357-1459-3",
  issn="1662-9779",
  url="https://www.scientific.net/SSP.292.40"
}