[4] Richardson A.E., Coventry K., and Landless S., (2010) Synthetic and fibres in concrete with regard to equal toughness, Structural Survey, Vol. 28 Iss: 5, Emerald Group Publishing Limited, pp.355 - 369 [5] Richardson A E and Jackson P, (2011), Equating steel and synthetic fibre concrete post crack performance, 2nd International Conference on Current Trends in Technology, NUiCONE, December 8 10, Nirma University, Ahmedabad, India – [6] Destrée, X. (2007), Structural Steel-fibre-Reinforced concrete construction, Concrete, Vol. 41 no. 8, pp. 23-24 [7] Bentur A, A, and Yankelevsky D, (1997), Enhanced Bonding of Low Modulus Polymer Fibres-Cement Matrix by means of Crimped Geometry, National Building Research Institute, Technion-Israel Institute of Technology, Haifa 32000, Israel, p1099. [8] Parviz S and Cha-Don Lee, (1990), Distribution and Orientation of Fibres in Steel Fibre Reinforced Concrete, ACI, pp 433 - 439 [9] Richardson A E, (2007), A comparative study of post crack flexural toughness with A142 fabric steel reinforcement and structural polypropylene fibres in medium strength concrete beams, International Conference on in cement based materials and applications in civil “Advances infrastructure (ACBM ACI)”, Lahore Pakistan, December 12 14. – – – [10] Millard, S.G., Molyneaux, T., Barnett, S. and Gao, X., (2009), Dynamic enhancement of ultra high performance fibre-reinforced concrete under flexural and shear loading, Department of Engineering, University of Liverpool, Elsevier Ltd. [11] McVay, M.K. (1988), Spall damage of concrete structures, department of the Army US Corp of Engineers, US Army, p.1 23. – [12] Mays G.C. and P.D., (1995), Blast Effects On Buildings, 2nd Ed, London: Thomas Telford, p.2 [13] Elsayed, N.M. and Atkins, J.L., (2008). Explosion and blast-related injuries effects of explosion and blast from military operations and acts of terrorism. Burlington, Elsevier p.46
[4] Richardson A.E., Coventry K., and Landless S., (2010) Synthetic and fibres in concrete with regard to equal toughness, Structural Survey, Vol. 28 Iss: 5, Emerald Group Publishing Limited, pp.355 - 369 [5] Richardson A E and Jackson P, (2011), Equating steel and synthetic fibre concrete post crack performance, 2nd International Conference on Current Trends in Technology, NUiCONE, December 8 – 10, Nirma University, Ahmedabad, India [6] Destrée, X. (2007), Structural Steel-fibre-Reinforced concrete construction, Concrete, Vol. 41 no. 8, pp. 23-24 [7] Bentur A, A, and Yankelevsky D, (1997), Enhanced Bonding of Low Modulus Polymer Fibres-Cement Matrix by means of Crimped Geometry, National Building Research Institute, Technion-Israel Institute of Technology, Haifa 32000, Israel, p1099. [8] Parviz S and Cha-Don Lee, (1990), Distribution and Orientation of Fibres in Steel Fibre Reinforced Concrete, ACI, pp 433 - 439 [9] Richardson A E, (2007), A comparative study of post crack flexural toughness with A142 fabric steel reinforcement and structural polypropylene fibres in medium strength concrete beams, International Conference on “Advances in cement based materials and applications in civil infrastructure – (ACBM – ACI)”, Lahore Pakistan, December 12 – 14. [10] Millard, S.G., Molyneaux, T., Barnett, S. and Gao, X., (2009), Dynamic enhancement of ultra high performance fibre-reinforced concrete under flexural and shear loading, Department of Engineering, University of Liverpool, Elsevier Ltd. [11] McVay, M.K. (1988), Spall damage of concrete structures, department of the Army US Corp of Engineers, US Army, p.1 – 23. [12] Mays G.C. and P.D., (1995), Blast Effects On Buildings, 2nd Ed, London: Thomas Telford, p.2 [13] Elsayed, N.M. and Atkins, J.L., (2008). Explosion and blast-related injuries effects of explosion and blast from military operations and acts of terrorism. Burlington, Elsevier p.46
Research_methodology_and_results_2.docx