Proceedings Vol. 12 (2006)
ENGINEERING MECHANICS 2006
May 15 – 18, 2006, Svratka, Czech Republic
Copyright © 2006 Institute of Theoretical and Applied Mechanics, Academy of Sciences of the Czech Republic, Prague
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
list of papers scientific commitee
pages 308 - +12p., full text
Fiber reinforced concrete (FRC) is studied in this paper, particularly the interfacial fiber-concrete matrix zones is observed. The maximum nominal size of the used aggregate is up to 25 mm. There are two basic processes, the drymix, and the wet-mix. The basic difference is that in the wet-mix process, all components of the mix, including water, are blended, and then conveyed. Wet-mix aggregate is preferred in this report.
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