2015
DOI: 10.1007/s11676-014-0003-y
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Effect of carbon nanotube on physical and mechanical properties of natural fiber/glass fiber/cement composites

Abstract: The objective of this investigation was to introduce a cement-based composite of higher quality. For this purpose new hybrid nanocomposite from bagasse fiber, glass fiber and multi-wall carbon nanotubes (MWCNTs) were manufactured. The physical and mechanical properties of the manufactured composites were measured according to standard methods. The properties of the manufactured hybrid nanocomposites were dramatically better than traditional composites. Also all the reinforced composites with carbon nanotube, g… Show more

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Cited by 16 publications
(9 citation statements)
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“…As can be expected, addition of bagasse fibers lead to an increase in water sorption leading to increase in thickness due to swelling. 75 On the contrary, increasing level of glass fibers decreased swelling due to the hydrophobicity of the fibers. Flexural modulus of the concrete was increased due to the addition of the bagasse fibers, steel and carbon nanotubes.…”
Section: Reinforcing Concrete With Hybrid Fibersmentioning
confidence: 99%
“…As can be expected, addition of bagasse fibers lead to an increase in water sorption leading to increase in thickness due to swelling. 75 On the contrary, increasing level of glass fibers decreased swelling due to the hydrophobicity of the fibers. Flexural modulus of the concrete was increased due to the addition of the bagasse fibers, steel and carbon nanotubes.…”
Section: Reinforcing Concrete With Hybrid Fibersmentioning
confidence: 99%
“…After finishing the mixing process, cubes of 50x50x50 mm 3 were prepared for compressive strength test after 7 and 28 days of water curing according to ASTM C109 [35]. Compression tests performed by a loading rate of 2400N/s on a cement paste specimens.…”
Section: Preparation Of Specimens Curing and Testingmentioning
confidence: 99%
“…The three-point bending tests performed through a microcomputer machine with a loading rate 50N/s. The three-point test was applied for flexural strength on specimens of 40x40x160 mm 3 . While splitting-tensile test applied on samples with dimensions 50x50x50 mm 3 .…”
Section: Preparation Of Specimens Curing and Testingmentioning
confidence: 99%
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