i-manager Publications

Characteristics Of Self Compacting Concrete Subjected To Sustained Elevated Temperatures

Shanthappa B.C*, Prahallada M.C.**, Prakash K.B.***

* Professor, Department of Civil Engineering, S. J. M. Institute of Technology, Chitradurga, Karnataka, India.

** Professor, Department of Civil Engineering, Christ University Faculty of Engineering, Bangalore, Karnataka, India.

*** Principal, Government College of Engineering, Haveri, Karnataka, India.

Periodicity:March - May'2013
DOI : https://doi.org/10.26634/jce.3.2.2268

Abstract

This paper presents an experimental investigation on the effect of high temperature on the properties of SCC produced by the combination of admixtures (Superplasticizer + Viscosity modifying admixture + Air entraining agent + Accelerator). The concrete testing specimens was prepared by a mix proportion 1:2.7:6.1:5.1 with cement: fly ash: sand: coarse aggregate with a water/binder ratio of 0.38. After 28 days of curing all specimens were removed and 0 0 0 0 weighed accurately and kept in oven where they were subjected to 100 C, 200 C, 800 C and 900 C as the case may be for 4 hours. The specimens after cooling were weighed again to find the percentage loss of weight and were thoroughly observed for their change in colour and cracks. These specimens were tested for their respective strengths for different percentage addition of last admixture. SCC produced with the combination of admixtures show better resistance to elevated temperatures.

Keywords

Self Compacting Concrete, Superplasticizer, Viscosity Modifying Admixture, Air Entraining Agent, Accelerator, Elevated Temperature.

How to Cite this Article?

Shanthappa, B. C., Prahallada, M. C., and Prakash, K.B. (2013). Characteristics Of Self Compacting Concrete Subjected To Sustained Elevated Temperatures . i-manager’s Journal on Civil Engineering, 3(2),1-9. https://doi.org/10.26634/jce.3.2.2268

References

[1]. “Specifications and guidelines of self compacting concrete” [2002], EFNARC

[2]. Hajime Okamura (1997). “Self Compacting High-Performance Concrete”, Concrete International, pp 50-54

[3]. Kulkarni D.B and Patil S.N (2011). “Comparative Study of Effect of Sustained High Temperature on strength Properties of Self Compacting Concrete and Ordinary Conventional Concrete”, International Journal of Engineering and Technology, Vol.3 (2), 106-118

[4]. Ravi, K., and Prakash, K.B (2008). “Strength Characteristics of Hybrid Fiber Reinforced Self Compacting Concrete Subjected to Sustained Elevated Temperature” 33rd Conference on Our World In Concrete & Structures, Singapore.

[5]. Samir Surlaker, (2012). “Self-Compacting Concrete” . The Indian Concrete Journal, pp 5-9

[6]. Shetty M.S. “Concrete Technology-Theory and Practices ,Chand & Company Ltd. New Delhi

[7]. Vasusmitha., R., and Srinivasa Rao, P. (2012). “Effect of Elevated Temperature on Mechanical Properties of High Strength Self Compacting Concrete” International Journal of Engineering Research & Technology (IJERT), Vol. 1, Issue 8

	North Americas,UK, Middle East,Europe		India	Rest of world
	USD	EUR	INR	USD-ROW
Pdf	35	35	200	20
Online	35	35	200	15
Pdf & Online	35	35	400	25

Characteristics Of Self Compacting Concrete Subjected To Sustained Elevated Temperatures

Abstract

Keywords

How to Cite this Article?

References

If you have access to this article please login to view the article or kindly login to purchase the article

Purchase Instant Access

Options for accessing this content: