Detail publikace

Monitoring of reinforced concrete structure corrosion by Impact-echo method

ŠAMÁRKOVÁ, K. ŠTEFKOVÁ, D. CHOBOLA, Z.

Originální název

Monitoring of reinforced concrete structure corrosion by Impact-echo method

Anglický název

Monitoring of reinforced concrete structure corrosion by Impact-echo method

Jazyk

en

Originální abstrakt

The paper deals with the study of dominant frequencies of an Impact-Echo method response signal obtained from a reinforced concrete beam with a steel rod diameter of 8 mm. Dominant frequencies of the response signal will be the main criterions for the reinforced concrete rebar corrosion progress. The article presents the results of measurements obtained after 12 months controlled degradation in aqueous NaCl solution. The results were compared with measurements of electrical resistance of reinforcing steel by using the Thomson double bridge.

Anglický abstrakt

The paper deals with the study of dominant frequencies of an Impact-Echo method response signal obtained from a reinforced concrete beam with a steel rod diameter of 8 mm. Dominant frequencies of the response signal will be the main criterions for the reinforced concrete rebar corrosion progress. The article presents the results of measurements obtained after 12 months controlled degradation in aqueous NaCl solution. The results were compared with measurements of electrical resistance of reinforcing steel by using the Thomson double bridge.

Dokumenty

BibTex 


@inproceedings{BUT96414,
  author="Kristýna {Timčaková} and Daniela {Kysilková} and Zdeněk {Chobola}",
  title="Monitoring of reinforced concrete structure corrosion by Impact-echo method",
  annote="The paper deals with the study of dominant frequencies of an Impact-Echo method response signal obtained from a reinforced concrete beam with a steel rod diameter of 8 mm. Dominant frequencies of the response signal will be the main criterions for the reinforced concrete rebar corrosion progress. The article presents the results of measurements obtained after 12 months controlled degradation in aqueous NaCl solution. The results were compared with measurements of electrical resistance of reinforcing steel by using the Thomson double bridge.",
  address="AKADEMICKÉ NAKLADATELSTVÍ CERM, s.r.o.",
  booktitle="10 th International Conference NDT 2012 Non-Destructive Testing in Engineering Practice",
  chapter="96414",
  edition="1",
  howpublished="electronic, physical medium",
  institution="AKADEMICKÉ NAKLADATELSTVÍ CERM, s.r.o.",
  year="2012",
  month="december",
  pages="119--124",
  publisher="AKADEMICKÉ NAKLADATELSTVÍ CERM, s.r.o.",
  type="conference paper"
}