Mechanical and Dynamical Properties of High Performance Concrete Using Arecaceae Fiber
R.M. Saravana Kumar1, S.Sivaranjani2
1RM..Saravana Kumar, Assistant Professor, Department of Civil Engineering, Vel Tech Rangarajan Dr. Saguntala R&D Institute of Science and Technology Chennai, Tamilnadu, India.
2S. Sivaranjani, Assistant Professor, Department of Civil Engineering, Vel Tech Rangarajan Dr. Saguntala R&D Institute of Science and Technology Chennai, Tamilnadu, India.
Manuscript received on July 20, 2019. | Revised Manuscript received on August 10, 2019. | Manuscript published on August 30, 2019. | PP: 4503-4508 | Volume-8 Issue-6, August 2019. | Retrieval Number: F7986088619/2019©BEIESP | DOI: 10.35940/ijeat.F7986.088619
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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 purpose of this endeavor is to acquire learning for arranging the working with negligible exertion material (arecaceae fiber) using normal fibre. Because trademark fiber can be one possible material which are trashy and locally available. Among all regular fiber coir fiber are picked because of its most important malleability quality. The static direct of arecaceae fiber stronghold concrete essential part is in every practical sense cloud .In this work the effect of fiber content on properties of AFRC is considered. To survey the capability of coir fiber in improving the properties of the strong the first class of plain cement is used as reference. The mechanical properties, for instance, compressive quality , part rigidity, modulus of break and quick chloride entrance test were resolved for all ARFC and Plain Cement models. Likewise the fiber in appropriate sum should be selected.(i.e.,) fiber substance of 2% and 3% by weight of bond and having a length of 6.5cm are used to design AFRC.
Keywords: Arecaceae fiber, Coir fiber.