Loading

Development of Composite Concrete with Fibers
Takkellapati Sujatha1, Chava Srinivas2 

1Takkellapati Sujatha, Assistant Professor, Department of V R Siddhartha Engineering College Vijayawada (A.P), India.
2Dr Chava Srinivas, Professor, Department of Civil Engineering ,V R Siddhartha Engineering College Vijayawada (A.P), India.

Manuscript received on 05 March 2019 | Revised Manuscript received on 13 March 2019 | Manuscript published on 30 July 2019 | PP: 482-487 | Volume-8 Issue-2, July 2019 | Retrieval Number: B1895078219/19©BEIESP | DOI: 10.35940/ijrte.B1895.078219
Open Access | Ethics and 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: Concrete has high fragility alongside low rigidity and ductility. The properties of concrete can be improved with the addition of different types of fibers such as steel, polypropelene, coir and jute hence, it is named as composite concrete. In this study, the investigation is carried out with the effect of individual fibers and the combination of different type of fibers (i.e. steel + polypropylene; SPF and Coir +jute; CJF ) by considering the various volume fractions i,e .0.5%,1%,1.5% and 2% under Uniaxial compression and flexure. The mix selected for the development of composite concrete was M30 grade. The compressive strength increases by 15% with the use of artificial fibers. The use of natural fibers (coir and jute fibers) increases the flexural strength but however compressive strength goes on decreasing with increase of fibers.
Index Terms: Steel , Polypropylene, Coir and Jute; Compressive and Flexural Strength

Scope of the Article: Mobile App Design and Development