Experimental study of the nonlinear effects generated in a concrete structure with damaged integrity

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F13%3APU106867" target="_blank" >RIV/00216305:26110/13:PU106867 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Experimental study of the nonlinear effects generated in a concrete structure with damaged integrity
Original language description
The paper deals with nonlinear interaction between elastic waves and structural defects in concrete specimens. Three groups of concrete specimens which differed from each other in the structure quality as a consequence of different ripening conditions were performed. Nonstandard concrete ripening conditions resulted in the development of microcracks in the specimen structure. The nonlinear elastic properties of the structure were tested by using the analysis of response frequency spectrum generated froma continuous wave transmission through the concrete specimens.
Czech name
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Czech description
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Type
J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)
CEP classification
JN - Civil engineering
OECD FORD branch
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Project
<a href="/en/project/GAP104%2F10%2F1430" target="_blank" >GAP104/10/1430: Damage Monitoring of Building Structure Components by Nonlinear Ultrasonic Spectroscopy</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2013
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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