PERFORMANCE EVALUATION OF COIR PITH ASH BLENDED CEMENT CONCRETE EXPOSED TO ELEVATED TEMPERATURE

Authors

  • Balagopal V Department of Structural and Geo-technical Engineering, School of Civil Engineering, Vellore Institute of Technology, Vellore, 632014, Tamilnadu, India
  • Viswanathan Sambamurthy Department of Structural and Geo-technical Engineering, School of Civil Engineering, Vellore Institute of Technology, Vellore, 632014, Tamilnadu, India

DOI:

https://doi.org/10.11113/jt.v82.13851

Keywords:

Concrete, coir pith ash, elevated temperature, cooling regime, residual strength

Abstract

The concrete characteristics exposed to elevated temperature are gaining importance in terms of structural stability and serviceability state assessment of the structure. This paper deals with the study on behavior of coir pith ash (CPA) blended concrete exposed to elevated temperatures. Concrete specimens were prepared by replacing cement with CPA by percentages ranging from 0% to 20%. The specimens were then subjected to thermal treatment by exposing to temperatures of 200 °C, 400 °C, 600 °C and 800 °C in an electric furnace for a duration of 1 hour after the attainment of peak temperature. After providing the exposure, the samples were cured by air cooling or water-cooling and were tested for visual observation, residual compressive strength and ultrasonic pulse velocity. It has been observed that thermal performance of CPA blended concrete was better than that of control mix sample. Also, out of the two different cooling regimes adopted, air cooling method showed better performance that water cooling.

Author Biographies

  • Balagopal V, Department of Structural and Geo-technical Engineering, School of Civil Engineering, Vellore Institute of Technology, Vellore, 632014, Tamilnadu, India
    Research Scholar, Department of Structural and Geo-technical Engineering. School of Civil Engineering,
  • Viswanathan Sambamurthy, Department of Structural and Geo-technical Engineering, School of Civil Engineering, Vellore Institute of Technology, Vellore, 632014, Tamilnadu, India
    Associate Professor, Department of Structural and Geo-technical Engineering. School of Civil Engineering,

References

US Geological Survey, Mineral Commodity Summaries 2018 < https://minerals.usgs.gov/minerals/pubs/mcs/2018/mcs2018.pdf> (05 January 2019).

FAO 2014 - FAOSTAT - Food and Agriculture Organization of the United Nations

Brasileiro, Gisela Azevedo Menezes, Jhonatas Augusto Rocha Vieira, and Ledjane Silva Barreto. 2013. Use of Coir Pith Particles in Composites with Portland Cement. Journal of Environmental Management. 131: 228-238.

Das Anita Ravindranath, S. Radhakrishnan. 2016. Coir Pith-Wealth from Waste-A Reference. Published on the Occasion of the India International Coir Fair 2016, Coimbatore, Coir Board. Ministry of Micro, Small & Medium Enterprises, Govt. of India.

Awal, A. A., & Shehu, I. A. 2015. Performance Evaluation of Concrete Containing High Volume Palm Oil Fuel Ash Exposed to Elevated Temperature. Construction and Building Materials. 76: 214-220.

Hertz, Kristian Dahl. 2005. Concrete Strength for Fire Safety Design. Magazine of Concrete Research. 57(8): 445-453.

O. Arioz. 2007. Effects of Elevated Temperatures on Properties of Concrete. Fire Safety J. 42: 516-522.

C. J. Zega, A. A. Di Maio. 2006. Recycled Concrete Exposed to High Temperatures. Mag. Concr. Res. 58(10): 675-682.

Lin, Y., Hsiao, C., Yang, H., & Lin, Y. F. 2011. The Effect of Post-fire-curing on Strength–velocity Relationship for Nondestructive Assessment of Fire-damaged Concrete Strength. Fire Safety Journal. 46(4): 178-185.

Hager, I. 2013. Behaviour of Cement Concrete at High Temperature. Bulletin of the Polish Academy of Sciences: Technical Sciences. 61(1): 145-154.

Guo, Y. C., Zhang, J. H., Chen, G. M., & Xie, Z. H. 2014. Compressive Behaviour of Concrete Structures Incorporating Recycled Concrete Aggregates, Rubber Crumb and Reinforced with Steel Fibre, Subjected to Elevated Temperatures. Journal of Cleaner Production. 72: 193-203.

IS 12269:2013. 53 Grade Ordinary Portland Cement by Bureau of Indian Standards.

Venugopal, B., & Sambamurthy, V. 2018. Development and Performance Evaluation of Coir Pith Ash as Supplementary Cementitious Material in Concrete. Journal of Engineering and Technological Sciences. 50(6): 856-869.

Bureau of Indian Standards. 2009. Guidelines for Concrete Mix Design Proportioning, IS 10262:2009, New Delhi.

Ahn, Y. B., Jang, J. G., & Lee, H. K. 2016. Mechanical Properties of Lightweight Concrete Made with Coal Ashes After Exposure to Elevated Temperatures. Cement and Concrete Composites. 72: 27-38.

Fu, B., Yang, C. H., Ye, J. X., Chen, Z. Y., & Cao, J. S. 2013. Microstructure and Mechanical Properties of Alkali-activated Slag Cement Pastes Subjected to Temperatures. J. Hunan University (Natural Sci.). 40: 90-96.

Method of Tests for Strength of Concrete, IS 516: 1959, Bureau of Indian Standards, New Delhi, 1959.

Non-destructive Testing of Concrete - Methods of Test, Part 1: Ultrasonic Pulse Velocity, IS13311 (Part1):1992, Bureau of Indian Standards, New Delhi. 1999-28.

L. Tanaçan, H. Y. Ersoy, Ü. Arpaciog˘lu. 2009. Effect of High Temperature and Cooling Conditions on Aerated Concrete Properties. Constr. Build. Mater. 23(3): 1240-1248.

I. B. Topcu, A. Demir. 2002. Effect of Fire and Elevated Temperature on Reinforced Concrete Structures. Bull. Chamber of Civ. Eng. Eskisehir Branch. 16: 34-36.

Downloads

Published

2020-02-04

Issue

Section

Science and Engineering

How to Cite

PERFORMANCE EVALUATION OF COIR PITH ASH BLENDED CEMENT CONCRETE EXPOSED TO ELEVATED TEMPERATURE. (2020). Jurnal Teknologi (Sciences & Engineering), 82(2). https://doi.org/10.11113/jt.v82.13851