Ductile Behaviour of Beam Made from Modified Tyre Rubber Concrete
Aritra Mandal1, Sulagno Banerjee2, JessyRooby3
1Aritra Mandal, Research scholar of Civil Engineering Department, Hindustan University, Padur, Chennai, Tamil Nadu, India & Assistant Professor, Department of Civil Engineering, Techno International Batanagar, West Bengal, India.
2Sulagno Banerjee, Research scholar of Civil Engineering Department, Hindustan University, Padur, Chennai, Tamil Nadu, India.
3Dr. Jessy Rooby, Professor Civil Engineering Department, Hindustan University, Padur, Chennai, Tamil Nadu, India.
Manuscript received on 5 August 2019. | Revised Manuscript received on 11 August 2019. | Manuscript published on 30 September 2019. | PP: 1652-1655 | Volume-8 Issue-3 September 2019 | Retrieval Number: C4433098319/19©BEIESP | DOI: 10.35940/ijrte.C4433.098319
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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: In last little decade technology being guided by the sustainability and environmental issues. Civil engineering is not exceptional ion this matter. As concrete is deriving from natural resource, a big question is being asked all time what will be the future technology and future path. Last few years researchers tried to incorporate the waste material in concrete especially in cement and in fine aggregate. Waste tyres can be an alternate material to replace mineral aggregate. But the mechanical properties decrease with the increase of tyre rubber. So in present study we replaced 40% cement with fly ash and use 5% extra silica of the weight of cement to enhanced the property of tyre rubber concrete which made by replacing 5% coarse aggregate by chipped rubber. Made beams with the modified concrete and check the ductility factor of both types.
Key Words: Rubber concrete, Chipped rubber Concrete, Fly ash Concrete, Silica Induced Concrete, Beam from Rubber Concrete.
Scope of the Article: Behaviour of Structures