Inspection Condition of Reinforced Concrete Structures Using Acoustic Method of Non-Destructive Testing
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F14%3APU112537" target="_blank" >RIV/00216305:26110/14:PU112537 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Inspection Condition of Reinforced Concrete Structures Using Acoustic Method of Non-Destructive Testing
Original language description
Corrosion of steel reinforcement accompanies the lives of most reinforced concrete structures. Expansion of corrosion has a negative effect on the properties of these structures and has resulted in a reduction of their lifetime. For the reduction of cases of irreversible damage caused by corrosion, it is important to detect the corrosion timely. Non-destructive methods offer new possibilities for testing the damage to the building constructions. These methods can early detect initial damage. One of them is Impact-Echo method as a traditional acoustic method of non-destructive testing. The comparative measurements were carried out using electrical resistance when the Thomson double bridge was used for measurements of electrical resistance of reinforcing steel.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
XIth European Conference on NDT
ISBN
978-80-214-5018-9
ISSN
1435-4934
e-ISSN
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Number of pages
6
Pages from-to
1-6
Publisher name
Vysoké učení technické v Brně
Place of publication
Brno
Event location
Praha
Event date
Oct 6, 2014
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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