G. Murali This email address is being protected from spambots. You need JavaScript enabled to view it.¹, K. Karthikeyan² and V. R. Ramkumar³

¹School of Civil Engineering, Sastra Deemed University, Thanjavur, India
²School of Mechanical and Building Sciences, VIT Deemed University, Chennai, India
³Division of Structural Engineering, Anna University, Chennai, India

REFERENCES

1. [1] Murali, G., Muthulakshmi, T., Nycilin Karunya, N., Iswarya, R., Hannah Jennifer, G. and Karthikeyan, K., “Impact Response and Strength Reliability of Green High Performance Fibre Reinforced Concrete Subjected to Freeze-thaw Cycles in NaCl Solution,” Materials Science, Vol. 23, No. 4, pp. 384388 (2017). doi: 10. 5755/j01.ms.23.4.17334
2. [2] Murali, G., Santhi, A. S. and Mohan Ganesh, G., “Effect of Crimped and Hooked End Steel Fibres on the Impact Resistance of Concrete,” Journal of Applied Science and Engineering, Vol. 17, No. 3, pp. 259266 (2014). doi: 10.6180/jase.2014.17.3.06
3. [3] Murali, G., Santhi, A. S. and Mohan Ganesh, G., “Loss of Mechanical Properties of Fiber-reinforced Concrete Exposed to Impact Load,” Romanian Journal of Materials, Vol. 46, No. 4, pp. 491496 (2016).
4. [4] Semsi, Y., Hasan, S. A. and Volkan, T., “The Effects of Impact Loading on the Mechanical Properties of the SFRCs,” Construction and Building Materials, Vol. 4, pp. 68–72 (2013). doi: 10.1016/j.conbuildmat.2012. 11.095
5. [5] Mahmoud, N. and Afroughsabet, V., “Combined Effect of Silica Fume and Steel Fibres on the Impact Resistance and Mechanical Properties of Concrete,” International Journal of Impact Engineering, Vol. 37, pp. 879886 (2010). doi: 10.1016/j.ijimpeng.2010. 03.004
6. [6] Murali, G. and Chandana, V., “Weibull Reliability Analysis of Impact Resistance on Self Compacting Concrete Reinforced with Recycled CFRP Pieces,” Romanian Journal of Materials, Vol. 47, No. 2, pp. 196203 (2017).
7. [7] Tara, R., Behnam, K., Mohammad, S. and Abdollah, S., “Statistical and Experimental Analysis on the Behavior of Fibre Reinforced Concretes Subjected to Drop Weight Test,” Construction and Building Materials, Vol. 37, pp. 360369 (2012). doi: 10.1016/j. conbuildmat.2012.07.068
8. [8] Song, P. S., Wu, J. C., Hwang, S. and Sheu, B. C., “Assessment of Statistical Variations in Impact Resistance of High-strength Steel Fibre-reinforced Concrete,” Cement and Concrete Research, Vol. 35, No. 2, pp. 393 399 (2005). doi: 10.1016/j.cemconres.2004.07.021
9. [9] Atef, B., Ashraf, F. and Andrew, K., “Statistical Variations in Impact Resistance of Polypropylene Fibre-reinforced Concrete,” International Journal of Impact Engineering, Vol. 32, pp. 19071920 (2006). doi: 10. 1016/j.ijimpeng.2005.05.003
10. [10] Song, P. S., Wu, J. C., Hwang, S. and Sheu, B. C., “Statistical Analysis of Impact Strength and Strength Reliability of Steel-polypropylene Hybrid Fibre-Reinforced Concrete,” Construction and Building Materials, Vol. 19, pp. 19 (2005). doi: 10.1016/j.conbuildmat.2004. 05.002
11. [11] Murali, G., Monika Vincy, T., Suraj, K., Ramkumar, V. R. and Karthikeyan, K., “Assessment of Impact Strength of Fibre Reinforced Concrete by Two Parameter Weibull Distribution,” ARPN Journal of Engineering and Applied Sciences,Vol.12,No.5,pp.14401445(2017).
12. [12] Nataraja, M. C., Dhang, N. and Gupta, A. P., “Statistical Variations in Impact Resistance of Steel Fibre-reinforced Concrete Subjected to Drop Weight Test,” Cement and Concrete Research, Vol. 29, No. 7, pp. 989 995 (1999).
13. [13] Chen, X., Ding, Y. and Azevedo, C., “Combined Effect of Steel Fibres and Steel Rebars on Impact Resis
    tance of High Performance Concrete,” Journal of Central South University Technology, Vol. 18, pp. 1677 1684 (2011). doi: 10.1007/s11771-011-0888-y
14. [14] Murali, G., Santhi, A. S. and Mohan Ganesh, G., “Impact Resistance and Strength Reliability of Fibre-reinforced Concrete in Bending under Drop Weight Impact Load,” International Journal of Technology, Vol. 5, No. 2, pp. 111120 (2014). doi: 10.14716/ijtech. v5i2.403
15. [15] Zhang, L. F., Xie, M. and Tang, L. C., “AStudy of Two Estimation Approaches for Parameters of Weibull Distribution Based on WPP,” Reliability Engineering and System Safety, Vol. 92, pp. 360–368 (2007).
16. [16] Weibull, W., Fatigue Testing and Analysis of Results, Published for the Advisory Group for Aeronautical Research and Development, North Atlantic Treaty Organization, NY: Pergamon Press (1961).
17. [17] IS 12269, Indian Standard Ordinary Portland Cement, 53 Grade – Specification (1987).
18. [18] IS 383-2016, Indian Standard Specification for Coarse and Fine Aggregates for Concrete  Specifications (Third Revision). [19] Fothergill, J. C., “Estimating the Cumulative Probability of Failure Data Points to be Plotted on Weibull and Other Probability Paper,” IEEE Transaction Electrical Insulation, Vol. 25, No. 3, pp. 489–492 (1990).
19. [20] Bernard, A. and Bosi-Levenbach, E. C., “The Plotting of Observations on Probability Paper,”Statistica Neerlandica, Vol. 7, 163–173 (1953).
20. [21] Zhang, L. F., Xie, M. and Tang, L. C., “AStudy of Two EstimationApproaches for Parametersof Weibull Distribution Based on WPP,” Reliability Engineering and System Safety, Vol. 92, pp. 360–368 (2007).
21. [22] Murali, G., Indhumathi, T., Karthikeyan K. and Ramkumar, V. R., “Analysis of Flexural Fatigue Failure of Concrete Made with 100% Coarse Recycledand Natural Aggregates,” Computers and Concrete, Vol. 21, No. 3, pp. 291298 (2018). doi: https://doi.org/10.12989/ cac.2018.21.3.291