Google Scholar

##plugins.themes.academic_pro.article.sidebar##

Published
Oct 28, 2014
Download
PDF
Statistic
Read Counter : 116 Download : 50

Downloads

Download data is not yet available.

##plugins.themes.academic_pro.article.main##

Abstract

Cement concrete is the most extensively used construction material in the world because of its great workability and can be moulded to any shape. Ordinary cement concrete possesses a very low tensile strength, limited ductility and little resistance to cracking because of the presence of internal micro cracks, which leads to failure of the concrete. In this modern age, civil engineering constructions have their own structural and durability requirements, depending upon its purpose and for this, modification in traditional cement concrete is must. Addition of different types of fibers to concrete in specific percentage improves the mechanical properties, durability and serviceability of the structure. It is learnt that Steel Fiber Reinforced Concrete (SFRC) has its superior resistance to cracking and crack propagation. Hence an attempt is made to study the influence of cut bottle caps as a steel fiber concrete as partial replacement for coarse aggregates and studying the parameters like compressive strength, split-tensile and flexural strength of conventional and steel fiber reinforced concrete Therefore it can be seen that compressive, split-tensile and flexural strength of fiber reinforced concrete has been increased as compared to conventional concrete by replacing coarse aggregates with bottle caps.

Key Words: Bottle Caps, Steel fibers, fiber reinforced concrete, compressive, split-tensile and flexural strength.

##plugins.themes.academic_pro.article.details##

Author Biographies

Darshan Narayana, Karvali Institute Of Technology Mangalore, Karnataka

M.Tech in Construction Technology, Department of Civil Engineering

Rajani V Akki, Karavali Institute of Technology, Mangalore, Karnataka

M.Tech in Construction Technology, Department of Civil Engineering

Sharath B P, NMAM Institute of Technology, Udupi, Karnataka

B.Tech in Civil Engineering, Department of Civil Engineering
How to Cite
Narayana, D., Akki, R. V., & B P, S. (2014). Experimental Study on the Hardened Properties of Concrete by Using Soft Drink Bottle Caps as Partial Replacement for Coarse Aggregates. International Journal of Emerging Trends in Science and Technology, 1(08). Retrieved from http://igmpublication.org/ijetst.in/index.php/ijetst/article/view/377

References

1. Ramada, J.P. and Batson, G.B., ‘The Mechanics of Crack Arrest in Concrete’, Journal of the Engineering Mechanics Division, ASCE, 89:147-168 (June, 1983).
2. N. Banthia ‘Durability enhancements in concrete with fiber reinforcement’. The University of British Columbia, Vancouver, Canada
3. Mukesh Shukla (2011). ‘Behaviour of Reinforced Concrete Beams with Steel Fibres under Flexural Loading’. ISSN 0974-5904, Volume 04, No 06 SPL, October 2011, pp 843-846
4. IS: 8112-1989. Specifications for 43 grades Portland cement, Bureau of Indian Standards, New Delhi, India.
5. IS: 383-1970. Specifications for coarse and fine aggregates from natural sources for concrete, Bureau of Indian Standards, New Delhi, India.
6. IS: 10262-2009.Recommended guidelines for concrete mix design, Bureau of Indian Standards, New Delhi, India.
7. ASTM D790: Standard Test Methods for Flexural Properties of unreinforced and Reinforced Plastic.
8. ASTM C496 / C496M - 11 Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens.
9. ASTM C39 / C39M - 12a Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens.
10. ASTM C1609 / C1609M - 12 Standard Test Method for Flexural Performance of Fiber-Reinforced Concrete (Using Beam With Third-Point Loading).
11. IS 456-2000, Indian standard plain and reinforced concrete-code of practice, 4th revision, and 1st reprint Sep-2000.
12. R.Saravanakumar, Gabriela Rajan, N.Ragavan, G.Murali and B.Mohan “Effect of Soft Bottle Caps Fiber on Concrete Structures”. International Journal of Advanced Scientific Research and Technology Issue 2, Volume 3 (June- 2012)