High-cycle fatigue cracks in concrete investigated by μcT tomography

Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68081723%3A_____%2F23%3A00574083" target="_blank" >RIV/68081723:_____/23:00574083 - isvavai.cz</a>
Nalezeny alternativní kódy
RIV/61989100:27120/23:10254055 RIV/00216305:26110/23:PU147581
Výsledek na webu
<a href="http://dx.doi.org/10.1016/j.prostr.2022.12.246" target="_blank" >http://dx.doi.org/10.1016/j.prostr.2022.12.246</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.prostr.2022.12.246" target="_blank" >10.1016/j.prostr.2022.12.246</a>

Jazyk výsledku
angličtina
Název v původním jazyce
High-cycle fatigue cracks in concrete investigated by μcT tomography
Popis výsledku v původním jazyce
This contribution deals with the analysis of fatigue damage in high-performance concrete (HPC) studied by three-point bending test. The concrete sample was tested with frequency of 10 Hz and it was exposed to a total number of load cycles 2×106. The internal structure and damage localization was studied by μCT tomography. Found locations of internal damage i.e., cracks, were discussed.
Název v anglickém jazyce
High-cycle fatigue cracks in concrete investigated by μcT tomography
Popis výsledku anglicky
This contribution deals with the analysis of fatigue damage in high-performance concrete (HPC) studied by three-point bending test. The concrete sample was tested with frequency of 10 Hz and it was exposed to a total number of load cycles 2×106. The internal structure and damage localization was studied by μCT tomography. Found locations of internal damage i.e., cracks, were discussed.

Druh
D - Stať ve sborníku
CEP obor
—
OECD FORD obor
20102 - Construction engineering, Municipal and structural engineering

Projekt
—
Návaznosti
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění
2023
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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