Development of stresses in fiber reinforced structures
Abstract eng: 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.
Contributors:
Publisher:
Institute of Theoretical and Applied Mechanics, AS CR, v.v.i., Prague
Conference Title:
Conference Title:
ENGINEERING MECHANICS 2006
Conference Venue:
Svratka (CZ)
Conference Dates:
2006-05-15 / 2006-05-18
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-11-12, last modified 2014-11-18
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