Detail publikace
Monitoring and analysis of reinforced concrete structure corrosion by Impact-echo method
ŠAMÁRKOVÁ, K. CHOBOLA, Z.
Originální název
Monitoring and analysis of reinforced concrete structure corrosion by Impact-echo method
Anglický název
Monitoring and analysis 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 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 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 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 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{BUT100249,
author="Kristýna {Timčaková} and Zdeněk {Chobola}",
title="Monitoring and analysis 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 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 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="Magnanimitas",
booktitle="Recenzovaný sborník příspěvků vědecké interdisciplinární mezinárodní vědecké konference doktorandů a odborných asistentů, QUAERE 2013, vol. III",
chapter="100249",
howpublished="electronic, physical medium",
institution="Magnanimitas",
year="2013",
month="may",
pages="2481--2485",
publisher="Magnanimitas",
type="conference paper"
}