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%3A00207225" target="_blank" >RIV/68407700:21110/13:00207225 - 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. Strength properties of SFC were verified on standard samples. Compressive strength was verified on cubes (150 mm), tensile strength was verified on beams (150/150/700 mm) by four point bending test.
Czech name
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Czech description
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Publication year
2013
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Fibre Concrete .2013 - Technology, Design, Application
ISBN
978-80-01-05240-2
ISSN
2336-338X
e-ISSN
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Number of pages
7
Pages from-to
477-483
Publisher name
České vysoké učení technické v Praze, Fakulta stavební
Place of publication
Praha
Event location
Praha
Event date
Sep 12, 2013
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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