Detail publikace

Corrosion Rate detection of Steel in Reinforced Concrete

VANĚREK, J.

Originální název

Corrosion Rate detection of Steel in Reinforced Concrete

Anglický název

Corrosion Rate detection of Steel in Reinforced Concrete

Jazyk

en

Originální abstrakt

The topics of this study is focused on the main problem in the field of diagnostics of reinforced concrete structures - to find out the right rate of corrosion of the reinforcing steel bar. Method of half-cell potentials measurement is not capable to obtain the quantitative data of the rate of corrosion; on the other side the electrical method of measuring electric resistance could give us the quantitative values. The development of both methods in laboratory setting and subsequent evaluating of obtained results can be successfully used for monitoring reinforced concrete structures outdoor.

Anglický abstrakt

The topics of this study is focused on the main problem in the field of diagnostics of reinforced concrete structures - to find out the right rate of corrosion of the reinforcing steel bar. Method of half-cell potentials measurement is not capable to obtain the quantitative data of the rate of corrosion; on the other side the electrical method of measuring electric resistance could give us the quantitative values. The development of both methods in laboratory setting and subsequent evaluating of obtained results can be successfully used for monitoring reinforced concrete structures outdoor.

Dokumenty

BibTex


@inproceedings{BUT5836,
  author="Jan {Vaněrek}",
  title="Corrosion Rate detection of Steel in Reinforced Concrete",
  annote="The topics of this study is focused on the main problem in the field of diagnostics of reinforced concrete structures - to find out the right rate of corrosion of the reinforcing steel bar. Method of half-cell potentials measurement is not capable to obtain the quantitative data of the rate of corrosion; on the other side the electrical method of measuring electric resistance could give us the quantitative values. The development of both methods in laboratory setting and subsequent evaluating of obtained results can be successfully used for monitoring reinforced concrete structures outdoor.",
  address="University of Pardubice",
  booktitle="Reliability and Diagnostics of Transport Structures and Means 2002",
  chapter="5836",
  institution="University of Pardubice",
  year="2002",
  month="january",
  pages="372",
  publisher="University of Pardubice",
  type="conference paper"
}