Flexural Strength and Toughness Behaviour of Polymer Concrete with Partial Replacement of Fine Aggregate by M-Sand
P. Mugilvani1, Mariyasubashini. L2, Thendral. S3
1P. Mugilvani, Department of Civil Engineering, Bharath Institute of Higher Education and Research, Chennai (Tamil Nadu), India.
2Mariyasubashini. L, Department of Civil Engineering, Bharath Institute of Higher Education and Research, Chennai (Tamil Nadu), India.
3Thendral. S, Department of Civil Engineering, Bharath Institute of Higher Education and Research, Chennai (Tamil Nadu), India.
Manuscript received on 12 October 2019 | Revised Manuscript received on 26 October 2019 | Manuscript Published on 26 December 2019 | PP: 1101-1103 | Volume-8 Issue-12S October 2019 | Retrieval Number: K130310812S19/2019©BEIESP | DOI: 10.35940/ijitee.K1303.10812S19
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open-access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: The development segment for a structure solid assumes a significant job everywhere throughout the world the solid ought to have high compressive and flexural quality. Presently a day accessibility of regular assets is diminished due to the ecological issues are government limited sand quarries are supremacist in shortage and expands cost. So we need to move for the fake fine total in this paper rather than stream sand to assembling sand in incomplete supplant with SBR (polymer) in high quality on concrete different cement blends were assessed for compressive quality and Flexural quality. The common stream sand was mostly supplanted with m-sand by 0%, 25%, half and included the different rates of SBR latex (0,3,6,9,12) was likewise improving the usefulness concrete. The outcome shows that the there is a step by step expanded in the compressive quality and Flexural quality for this situation half substitution of m-sand and furthermore included the level of SBR increment the functionality However, further increases of m-sand caused a decrease in the quality. The ideal rate substitution of normal sand of m-sand is half and upgraded substance of polymer 9 % is gotten. Diagrams were drawn and results contrasted and controlled blend.
Keywords: Flexural Strength, M Sand, SBR Latex.
Scope of the Article: Concrete Structures