Detail publikace

Non-destructive testing of corrosion

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

Originální název

Non-destructive testing of corrosion

Anglický název

Non-destructive testing of corrosion

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 6 mm. Tension pulse was produced in the centre of the concrete beam and detected in opposite position of the concrete beam. 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 18 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 6 mm. Tension pulse was produced in the centre of the concrete beam and detected in opposite position of the concrete beam. 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 18 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{BUT104486,
  author="Kristýna {Timčaková} and Daniela {Kysilková} and Zdeněk {Chobola}",
  title="Non-destructive testing of corrosion",
  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 6 mm. Tension pulse was produced in the centre of the concrete beam and detected in opposite position of the concrete beam. 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 18 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="11th Workshop NDT 2013 Non-Destructive Testing in Engineering Practice",
  chapter="104486",
  howpublished="electronic, physical medium",
  institution="AKADEMICKÉ NAKLADATELSTVÍ CERM, s.r.o.",
  year="2013",
  month="december",
  pages="29--34",
  publisher="AKADEMICKÉ NAKLADATELSTVÍ CERM, s.r.o.",
  type="conference paper"
}