Evaluation of steel fibre reinfoced concrete homogeneity using optical method
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00208268" target="_blank" >RIV/68407700:21110/13:00208268 - isvavai.cz</a>
Výsledek na webu
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DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Evaluation of steel fibre reinfoced concrete homogeneity using optical method
Popis výsledku v původním jazyce
Load bearing concrete structures which are based on cement paste reinforced with steel fibres have to have homogeneous pattern over whole material. Non-homogeneous places where the volume reinforcement ratio ?V,f ( according to FC TP 1-1) is decreasing or steel fibres are aggregated should be reduced. Non-homogeneous areas are weak places in the whole structure therefore they have to be eliminated. Authors of this article developed new procedure for testing homogeneity of steel fibre reinforced concrete. Method is based on difference colour of steel fibres and rest of the concrete when the images of specimens are taken. Software for evaluation of these results were made on the base of this article.
Název v anglickém jazyce
Evaluation of steel fibre reinfoced concrete homogeneity using optical method
Popis výsledku anglicky
Load bearing concrete structures which are based on cement paste reinforced with steel fibres have to have homogeneous pattern over whole material. Non-homogeneous places where the volume reinforcement ratio ?V,f ( according to FC TP 1-1) is decreasing or steel fibres are aggregated should be reduced. Non-homogeneous areas are weak places in the whole structure therefore they have to be eliminated. Authors of this article developed new procedure for testing homogeneity of steel fibre reinforced concrete. Method is based on difference colour of steel fibres and rest of the concrete when the images of specimens are taken. Software for evaluation of these results were made on the base of this article.
Klasifikace
Druh
O - Ostatní výsledky
CEP obor
JN - Stavebnictví
OECD FORD obor
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Návaznosti výsledku
Projekt
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Návaznosti
S - Specificky vyzkum na vysokych skolach
Ostatní
Rok uplatnění
2013
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů