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The paper presents the results of casting and testing of
264 GFRC specimens. The glass fibers were
25 mm long, with the
aspect ratio (L/D) ranging between 1250 and 3570. The parameters studied were
the ratio (by
weight) of fibers to cement, i.e. F/C=0%,1.5%,
3%, and 4.5%, and the ratio of
coarse tofine aggregates (gravel to
sand), Le. G/S=1.1 ,0.7 and 0.2. In total,
12 mix
designs were selected for GFRC specimens while the water-cement
ratio was constant and equal to W/C=0.4.The balling of glass
fibers in the mix was overcome by using adequate and
sufficient antistatic agents. The specimens were tested under
compressive, tensile and flexular loading at the ages of
7 and 28 days.
Furthermore, the modulus of elasticity and the absorption of the concretes were
determined. Finally,
the mechanical and physical properties of the GFRC specimens
were analysed and an empirical expression
describing the modulus of elasticity of the GFRC was proposed.