Valorization of Specially Designed Concrete by Using Sugarcane Bagasse Ash and Inducing the Special Benefits of Waste Tin Fiber Reinforced Concrete
VM Sounthararajan1, S. Sivasankar2, R. Vinodh Kumar3, Nabajyoti Modak4, K. Dilli Bai5
1SDr VM Sounthararajan*, Professor, Department of Civil Engineering, CMR Technical Campus, Kandlakoya, Medchal Road, Hyderabad, Telangana, India.
2Dr S. Sivasankar, Associate Professor, Department of Civil Engineering, CMR Technical Campus, Kandlakoya, Medchal Road, Hyderabad, Telangana, India.
3Mr. R Vinodh Kumar: Assistant Professor, Department of Civil Engineering,, Meenakshi College of Engineering, Chennai, Tamil Nadu.
4Mr. Nabajyoti Modak: Assistant Professor, Department of Civil Engineering, Anand Institute of Higher Technology, Chennai, Tamil Nadu, India.
5K. Dilli Bai, Pursuing M.Tech – Structural Engineering at CMR Institute of Technology, Kandlakoya, Medchal Road, Hyderabad, Telangana, India.
Manuscript received on September 16, 2019. | Revised Manuscript received on 24 September, 2019. | Manuscript published on October 10, 2019. | PP: 220-224 | Volume-8 Issue-12, October 2019. | Retrieval Number: L35891081219/2019©BEIESP | DOI: 10.35940/ijitee.L3589.1081219
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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: This research work has been investigated the agriculture solid waste of sugarcane bagasse ash (SCBA) materials replacing Portland cement and produces the assured quality of concrete. The current research work for various mixes of experimental test results shows the higher compressive strength was 37.51MPa at 28-days, 38.10 MPa at 56-days, the best mix consisting of SCBA (wet sieving method) content up to 15% (by weight of binding materials) along with 1.5% of waste tin fibers and also an excellent improvement trend was noted in flexural rigidity of concrete to addition of tin fibers shows the higher bending stress for all mixes except reference as well as more than 15% of SCBA concrete at different curing days. However, this study focused on the indirect measurement of tensile strength in SCBA concrete obtained the higher split tensile strength was 3.75MPa at 28-days, 3.95MPa at 56-days. It is concluded based on the various test results for different curing days the optimum replacement level of SCBA up to 15% of Portland cement was fixed and achieve the target strength of M25 grade of Portland cement concrete at 28 days.
Keywords: Solid Waste Sugar Industry Bagasse ash, Strength Enhancement, Waste tin steel fibers
Scope of the Article: e-business