Influence of Loading Speed to the Strength Class of Steel Fibre Concrete by the Four Point Test Arrangement

Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00207224" target="_blank" >RIV/68407700:21110/13:00207224 - isvavai.cz</a>
Výsledek na webu
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Jazyk výsledku
angličtina
Název v původním jazyce
Influence of Loading Speed to the Strength Class of Steel Fibre Concrete by the Four Point Test Arrangement
Popis výsledku v původním jazyce
Inconsistent methodology for evaluating of the strength class of SFC (steel fibre concrete), and also various possibilities of testing to obtain strength classes give large variance of results to designers. The main goal of this paper is to show the differences in strength classes on identical samples by the four-point test arrangement, with a different speed of loading (0,5 mm/min and 0,2 mm/min). Classification into the strength classes of SFC is according to recent methodology TP-FC 1-1, as temporarymaterials before issuing the new European standards.
Název v anglickém jazyce
Influence of Loading Speed to the Strength Class of Steel Fibre Concrete by the Four Point Test Arrangement
Popis výsledku anglicky
Inconsistent methodology for evaluating of the strength class of SFC (steel fibre concrete), and also various possibilities of testing to obtain strength classes give large variance of results to designers. The main goal of this paper is to show the differences in strength classes on identical samples by the four-point test arrangement, with a different speed of loading (0,5 mm/min and 0,2 mm/min). Classification into the strength classes of SFC is according to recent methodology TP-FC 1-1, as temporarymaterials before issuing the new European standards.

Rok uplatnění
2013
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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