Strength Behavior of M25 Grade Concrete Mixed With Two Artificial Fibers in Both Curing and Without Curing Condition
G. Gowri Sankara Rao1, Saikrishna Ippili2, Chintagunti.Vasudeva3
1G.Gowri Sankara Rao, Associate Professor, Department of Civil Engineering, Aditya Institute of Technology, and Management, (Andhra Pradesh), India.
2Saikrishna Lppilli, Assistant Professor, Department of Civil Engineering, Aditya Institute of Technology, and Management, (Andhra Pradesh), India.
3Chintagunti. Vasudeva Rao, Associate Professor, Department of Civil Engineering, Aditya Institute of Technology, and Management, (Andhra Pradesh), India.
Manuscript received on 01 November 2019 | Revised Manuscript received on 13 November 2019 | Manuscript Published on 22 November 2019 | PP: 2010-2014 | Volume-8 Issue-6S3 September 2019 | Retrieval Number: F12670986S319/19©BEIESP | DOI: 10.35940/ijeat.F1267.0986S319
Open Access | Editorial and Publishing Policies | Cite | Mendeley | Indexing and Abstracting
© 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: Beton is a construction material that consists of cement mixtures, fine added gross aggregates, and water that can spread or pour into the molds and form a stone like mass when hardened. In this design, two synthetic fibers are being applied to the concrete and the compressive strengths of the concrete are compared. Synthetic and stainless steel fibers can be used in concrete and can be tested for the effect of these fibers on concrete. Fiber-containing concrete improves service life and has a positive impact on social life and social economy. The compression charge is so high in the compression that the total essentially holds. Beton is low in heat, so we can increase its tensile strength by incorporating these fibres. The cement holding the aggregate in place could break down to allow the structural failures since it has poor strength. It was investigated. The research also focuses on the comparative study between fiber-added concrete and traditional concrete structural capacity. This plan contrasts the strength of concrete together with the compressive strength of traditional concrete of grade M25 with both a curing and non-curing condition such as fiber cement fibers 0,5%, 1,0%, and 1,5%, of synthetic fibers such as synthesis and metal. The strength of synthetic concrete fibers is equivalent to the strength of steel concrete fibers.
Keywords: Compressive Strength, Conventional Concrete, Different Fibers, Fiber Cement Ratio.
Scope of the Article: Concrete Structures