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International Journal of Concrete Structures and Materials

Table 6 Concrete mixing ratio according to EFRCA ratio

From: A Study on the Flexural Performance of Para-aramid Fiber Reinforced Concrete Beams with Recycled Coarse Aggregates

Classifi cation

Weight(kg/m3)

Water

Cement

Fine aggregate

Natural aggregate

Recycled aggregate

Water reducing admixture

R0

171.1

380.1

770.5

974.6

0

3.8

R30

713.2

261.4

R50

487.2

487.2

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