EXPERIMENTAL INVESTIGATION OF BEHAVIOR OF GLASS FIBER REINFORCED CONCRETE (GFRC)

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MOSTOUFINEZHAD D.

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Journal: ESTEGHLAL Year:2001 | Volume:20 | Issue:1 Page(s): 83-97

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Information Journal Paper

Title

EXPERIMENTAL INVESTIGATION OF BEHAVIOR OF GLASS FIBER REINFORCED CONCRETE (GFRC)

Author(s)

MOSTOUFINEZHAD D. | Issue Writer Certificate

Keywords

COMPRESSION STRENGTHQ2

GLASS FIBER REINFORCED CONCRETEQ3

GFRCQ1

MECHANICAL CHARACTERISTICSQ2

MODULUS OF ELASTICITY.Q3

Abstract

New Page 1 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.

Cites

EFFECT OF POLYPROPYLENE FIBERS ON CRACKING DUE TO PLASTIC SHRINKAGE AND WORKABILITY OF CONCRETE

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APA: Copy

MOSTOUFINEZHAD, D.. (2001). EXPERIMENTAL INVESTIGATION OF BEHAVIOR OF GLASS FIBER REINFORCED CONCRETE (GFRC). ESTEGHLAL, 20(1), 83-97. SID. https://sid.ir/paper/5897/en

Vancouver: Copy

MOSTOUFINEZHAD D.. EXPERIMENTAL INVESTIGATION OF BEHAVIOR OF GLASS FIBER REINFORCED CONCRETE (GFRC). ESTEGHLAL[Internet]. 2001;20(1):83-97. Available from: https://sid.ir/paper/5897/en

IEEE: Copy

D. MOSTOUFINEZHAD, “EXPERIMENTAL INVESTIGATION OF BEHAVIOR OF GLASS FIBER REINFORCED CONCRETE (GFRC),” ESTEGHLAL, vol. 20, no. 1, pp. 83–97, 2001, [Online]. Available: https://sid.ir/paper/5897/en

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