[1] Tinic C. and Bruhwilert E., Effect of compressive loads on the tensile strength of concrete at high strain rate. Cement composite and lighweight concrete, Vol. 7, 1985.
[2] Bischoff and S. Perry, Compression behaviour of concrete at high strain rate. Material and Structures, Vol. 24, pp. 425-450, 1991.
[3] Krauthammer T. and Zineddin M., Structural concrete slabs under localized impact. International Jurnal of Mpact Engineering, Vol. 34, pp. 1517-1534, 2007.
[4] Ayda S. Agar Ozbek, et al., Dynamic behaviorof porous concretes under drop weight impact testing. Cement & Concrete Composites, Vol.39, pp. 1-11, 2013.
[5] Feng Liu, Study of impact performance of rubber reinforced concrete. Construction and Building Materials, Vol. 36, pp. 604-616, 2012.
[6] Chakradhara Rao M.and Bhattacharyy S.K., Behaviour of recycled aggregate concrete under drop weight impact load. Construction and Building Materials, Vol. 25, pp. 69-70, 2011.
[7] Rui Wang, et al., Experimental behaviorofconcrete filled double steel tubular (CFDST) members under low velocity drop weightimpact. Thin-WalledStructures, Vol. 97, pp. 279–295, 2015.
[8] Cairns R., Kew H., and Kenny, M. The use of recycled rubber tyres in concrete construction. Final Report. The Onyx Environmental Trust, University of Strathclyde, Glasgow, pp. 135-142.
[9] Bravo M. and de Brito J., Concrete made with used tyre aggregate: durability-related perfomance. Jurnal of cleaner production, Vol.25, pp. 42-50, 2012.
[10] Ali R. Khaloo, Dehestani M.and Rahmatabadi P., Mechanical properties of concrete containing a high volume of tire-rubber particles. Waste Management, Vol.28, pp. 2472–2482, 2008.
[11] Samar Raffoul and Reyes Garcia, Optimisation of rubberised concrete with high rubber content:An experimental investigation. Construction and Building Materials, Vol. 12, pp. 391-404,2016.
[12] Ali A. Aliabdo and Abd Elmoaty. Utilization of waste rubber in non-structural applications. Construction and Building Materials, Vol. 91, pp. 195-207, 2015.
[13] Kabir1 M.Z. andShafei1 E., Analytical and Numerical Study of FRP Retro ttedRC Beams Under Low Velocity Impact. Sharif University of Technology, Vol. 16, pp. 415-428, 2009.
[14] Arduini M and Di Tommaso A, Brittle failure in FRP plate and sheet bonded beams. ACI Struct, Vol.94, pp. 363-70, 1997.
[15] Wong RSY and V. FJ., Towards modeling of reinforced concrete members with externally bonded fiber-reinforced polymer composites. ACI Struct J, Vol. 100, pp. 47-55, 2003.
[16] H. J. F. DIÓGENES a, et al., Determination of modulus of elasticity of concrete from the acoustic response. IBRACON Structures and Materials Journal, Vol. 4, pp. 792-813, 2011.
[17] Rahman M., Usman M. and Ali A., Al-Ghalib, Fundamental properties of rubber modified self-compacting concrete (RMSCC). Construction and Building Materials, Vol.36, pp. 630-637, 2012.
[18] Fujikaka K., Li B.and Soeun S., Impact response of reinforced concrete beam and its analytical evaluation. Jurnal of structural engineering, Vol. 135, pp. 938-950, 2009.
[19] F. Herna´ndez-Olivaresa and G. Barluenga, Static and dynamic behaviour of recycled tyre rubber-filled concrete. Cement and Concrete Research, Vol. 32, pp. 1587–1596, 2002.
[20] Ali O. Atahan and Ayhan Öner Yücel, Crumb rubber in concrete: Static and dynamic evaluation. Construction and Building Materials, Vol. 36, pp. 617-622, 2012.
)