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Dec 01, 2006018332The test specimens consisted of 12 GFRP-reinforced concrete beams classified into two groups according to the concrete compressive strength as given in Table 1.The cube compressive strength f cu of beams in group 1, obtained from testing three 100 mm cubes for each beam, was 34 MPa, whereas that of beams in group 2 was 59 MPa.
Aug 06, 2014018332Sm amp concrete 1. CONTENTS Ex No. Date Name of Experiments Page No.
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This research paper presents experimental study on the performance of polypropylene fibrillated fiber reinforced concrete. The properties of concrete with and without fibers have been compared in this paper. In this experimental work three different dosage of fibrillated fiber 0.05, 0.10, and 0.15 by volume were used.
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Concrete testing services has been established as an extension of these facilities.
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The least count and stroke of these dial gauges was 0.01 mm and 25 mm respectively. DEMEC strain gauges of 100 mm gauge length were used for measuring concrete surface strains at selected locations along the corner diagonal of specimen. The least count of the gauge was 0.0001 inches.
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Table 5 presents the values of concrete crushing strength f c at 7, 14, and 28 days. A few enhancements on concrete crushing strength f c are observed with the increase of SF additions for all tested ages. Around 6 to 12 increase in 28 days strength is observed for 0.5 addition of SF made with both B and RB.
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The use of steel bars as reinforcement is not preferred in some concrete structures because steel causes corrosion or electric magnetic field problems. One of the best alternatives to steel bars is carbon fibre-reinforced polymer CFRP bars. The experimental program consisted of 18 reinforced rectangular concrete columns under different eccentric loadings.
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