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

Result code in 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>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

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

Original language description

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.

Czech name

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Czech description

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Type

O - Miscellaneous

CEP classification

JI - Composite materials

OECD FORD branch

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Project

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Continuities

S - Specificky vyzkum na vysokych skolach

Publication year

2013

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů