Experimental Study on Mechanical Properties of CNT Reinforced Concrete
Abstract & Details
Research Area
Civil Engineering
Keywords
Strength
Stiffness
Splitting tensile strength. Flexural strength Carbon nanotube • Cement • Multiwall nanotube • Dispersion • Mix proportion.
Abstract
Concrete is a well proportionate mixture of cement, fine aggregate, coarse aggregate and water. Concrete is strong in compression but week in tension. To avoid this disadvantage and to increase the strength of concrete we have to add some percentage fibers in concrete. Many researchers have work to improve tensile strength of concrete by adding different fibers (steel fibber, glass fibers, carbon fibers, natural fibers etc.) in different percentage in concrete. Researcher is work for new materials for improving the tensile strength.
Now the work is going towards the nanotechnology for concrete. In this paper the previous work of researchers on nanotechnology is highlighted and mostly on carbon nanotubes. This study work on the methods of manufacturing the carbon nanotubes such as electric arc-discharge, laser ablation method and chemical vapour deposition. In this Project an attempt has been made to use carbon nanotubes in concrete with different percentage (0.015, 0.020, 0.030, and 0.040%) of weight of cement. This addition is done for studying the effect of addition of carbon nanotubes on various mechanical properties of concrete, like compressive strength, flexural strength, split tensile strength.
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Author Information
| # | Name | Institute / Affiliation |
|---|---|---|
| 1 | TUPE KIRAN PRAKASH | SSIERAS, RAHATA |
| 2 | PATIL SAURABH RAJENDRA | SSIERAS, RAHATA |
| 3 | SADAPHAL PRATHMESH GORAKSHA | SSIERAS, RAHATA |
| 4 | SANAP VIKAS SANJAY | SSIERAS, RAHATA |
| 5 | BAGADE ANANDLAL KISHORLAL | SSIERAS, RAHATA |
| 6 | PATHAN MOHASINKHAN SATTAR | SSIERAS, RAHATA |
| 7 | BOMBE MAHESH BALASAHEB | SSIERAS, RAHATA |
How to Cite
Use the following formats to cite this article in your research.
APA Style
PRAKASH, TUPE KIRAN, RAJENDRA, PATIL SAURABH, GORAKSHA, SADAPHAL PRATHMESH, SANJAY, SANAP VIKAS, KISHORLAL, BAGADE ANANDLAL, SATTAR, PATHAN MOHASINKHAN, & BALASAHEB, BOMBE MAHESH (2018). Experimental Study on Mechanical Properties of CNT Reinforced Concrete. International Journal of Advance Research and Innovative Ideas In Education, 4(3), 1407-1411.
MLA Style
PRAKASH, TUPE KIRAN, et al. "Experimental Study on Mechanical Properties of CNT Reinforced Concrete." International Journal of Advance Research and Innovative Ideas In Education, vol. 4, no. 3, 2018, pp. 1407-1411.
IEEE Style
TUPE KIRAN PRAKASH, PATIL SAURABH RAJENDRA, SADAPHAL PRATHMESH GORAKSHA, SANAP VIKAS SANJAY, BAGADE ANANDLAL KISHORLAL, PATHAN MOHASINKHAN SATTAR, and BOMBE MAHESH BALASAHEB, "Experimental Study on Mechanical Properties of CNT Reinforced Concrete," International Journal of Advance Research and Innovative Ideas In Education, vol. 4, no. 3, pp. 1407-1411, 2018.
Vancouver Style
PRAKASH TUPE KIRAN, RAJENDRA PATIL SAURABH, GORAKSHA SADAPHAL PRATHMESH, SANJAY SANAP VIKAS, KISHORLAL BAGADE ANANDLAL, SATTAR PATHAN MOHASINKHAN, et al. Experimental Study on Mechanical Properties of CNT Reinforced Concrete. International Journal of Advance Research and Innovative Ideas In Education. 2018;4(3):1407-1411.
Harvard Style
PRAKASH, TUPE KIRAN, RAJENDRA, PATIL SAURABH, GORAKSHA, SADAPHAL PRATHMESH, SANJAY, SANAP VIKAS, KISHORLAL, BAGADE ANANDLAL, SATTAR, PATHAN MOHASINKHAN, & BALASAHEB, BOMBE MAHESH (2018) 'Experimental Study on Mechanical Properties of CNT Reinforced Concrete', International Journal of Advance Research and Innovative Ideas In Education, 4(3), pp. 1407-1411.
Chicago Style
PRAKASH, TUPE KIRAN, et al. "Experimental Study on Mechanical Properties of CNT Reinforced Concrete." International Journal of Advance Research and Innovative Ideas In Education 4, no. 3 (2018): 1407-1411.
Turabian Style
PRAKASH, TUPE KIRAN, et al. "Experimental Study on Mechanical Properties of CNT Reinforced Concrete." International Journal of Advance Research and Innovative Ideas In Education 4, no. 3 (2018): 1407-1411.
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