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The adopted accelerated curing methods in the experimental work are 55ºC and 82ºC
according to British standard methods. The concrete mix with the characteristics
compressive strength of 35MPa is design according to the ACI 211.1, the mix proportion
is (1:2.65:3.82) for cement, fine and coarse aggregate, respectively. The concrete
reinforced with different volume fraction (0.25, 0.5 and 0.75)% of glass, carbon and
polypropylene fibers.
The experimental results showed that the accelerated curing method using 82ºC gives
a compressive strength higher than 55ºC method for all concrete mixes. In addition, the
fiber reinforced concrete with 0.75% gives the maximum compressive strength, flexural
and splitting tensile strength for all types of
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