Abstract
This paper deals with the study of Nanotechnology experimentation in Civil Engineering which includes the development, advantages and limitations of Nano concreting technologies. For reducing carbon emission during cement manufacturing fly ash is used as a replacement in ordinary Portland cement which is termed as Portland pozzolana cement (PPC), this inclusion relatively increases the workability and the corrosion resisting capacity in concrete, but this replacement of fly ash in the ordinary Portland cement deviates the concrete strength consequently. Therefore, here we added Nano silica as an additive to fill up the deviation, and it is possible because the silica (S) in the sand reacts with calcium hydrate (CH) in the cement at Nano scale to form C–S–H bond as it improves the strengthening factor of concrete, which are in turn helpful in achieving high compressive strength even in early days. This process proved that the increase in strength may have a possibility of turning the concrete less alkaline because as the concentration of CH crystals is reduced the alkalinity of concrete will be reduced which can cause corrosion in reinforcement bars, Hence by the addition of Nanosilica, a significantly improved corrosion resistant property was identified in our experimental research. Also, the performance of reinforced Nano concrete and the fly ash added RC Beam Column joints were casted and their flexure strength results were compared with one another and their test results are presented in this paper.
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References
Balaguru PN (2005) Nanotechnology and concrete: background, opportunities and challenges. In: Proceedings of the International conference––application of technology in concrete design, Scotland, UK, pp. 113–122
Boresi AP, Chong KP, Saigal S (2002) Approximate solution methods in engineering mechanics. Wiley, New York, pp 265–280
Balaguru P, Shah SP (1992) Fiber reinforced cement composites. McGraw-Hill, New York 530
Srivastava D, Wei C, Cho K (2003) Nanomechanics of carbon nanotubes and composites. Appl Mech Rev 56:215–230
Li G (2004) Properties of high-volume fly ash concrete incorporating Nano-SiO2. Cem Concr Res 34:1043–1049
Elmenshawi A, Brown T (2010) Hysteretic energy and damping capacity of flexural elements constructed with different concrete strengths. Eng Struct from the j Elsevier 32: pp 297–305
Mukherjee A, Joshi M FRPC reinforced concrete beam-column joints under cyclic excitation. Department of civil engineering, Indian Institute of Technology, Mumbai
Bjornstrom J, Martinelli A, Matic A, Borjesson L, Panas I (2004) Accelerating effects of colloidal nano-silica for beneficial calcium–silicate–hydrate formation in cement. Chem Phys Lett 392:242–248
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© 2012 Springer India
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Sundaram, Y.S., Nagarajan, D., Mohankumar, S. (2012). An Experimental Approach on Enhancing the Concrete Strength and its Resisting Property by Using Nano Silica Fly Ash. In: Sathiyamoorthy, S., Caroline, B., Jayanthi, J. (eds) Emerging Trends in Science, Engineering and Technology. Lecture Notes in Mechanical Engineering. Springer, India. https://doi.org/10.1007/978-81-322-1007-8_45
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DOI: https://doi.org/10.1007/978-81-322-1007-8_45
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