Abstract
This paper described an experimental study of some mechanical properties of glass fibers reinforced mortar (GFRM) and concrete (GFRC), namely tensile, compressive strength and young`syoung`s modulus. The investigation is designed to find out the effect of glass fiber content (0, 600, 1000, and 1400) gm/m 3 on the mechanical properties of glass fiber reinforced concrete and mortar at 28 and 14 days respectively. The results indicate that the addition (600, 1000, 1400) gm/m 3 of glass fiber to concrete and mortar increased the splitting tensile strength by approximately (1,4.3,12.5)% and (5.4,7.7,17)% for concrete and mortar respectively. The results indicate also that compressive strength of concrete increased by ratios (3.6,7.1,9.3)% and for the mortar increases by (2) %for fibers content (600) gm/m 3 and (0.8,0.4)% for fibers content (1000,1400)gm/m 3 .Based on this study the young modulus of GFRC increased by (9.7,56.6,84) % due to glass fibers content in concrete.
Cite
CITATION STYLE
Muna M. Abdullah, & Eman K. Jallo. (2012). Mechanical Properties of Glass Fiber Reinforced Concrete(English). Al-Rafidain Engineering Journal (AREJ), 20(5), 128–135. https://doi.org/10.33899/rengj.2012.61048
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