[1] A.M. Neville, J.J. Brooks, Concrete technology, Harlow, Essex UKf: Longman Scientific & Technical, New York, John Wiley, (1987).
[2] ACI Committee, Building code requirements for structural concrete (ACI 318-05) and commentary (ACI 318R-05). American Concrete Institute, (2005).
[3] C.L. Hwang, M.F. Hung, Durability design and performance of self-consolidating lightweight concrete, Const. Build. Mater., 19(8) (2005) 619-626.
[4] A. Bilodeau, V.K.R. Kodur, G.C. Hoff, Optimization of the type and amount of polypropylene fibres for preventing the spalling of lightweight concrete subjected to hydrocarbon fire, Cem. Concr. Compos., 6(2) (2004) 163-174.
[5] K. Melby, E.A. Jordet, C. Hansvold, Long-span bridges in Norway constructed in high-strength LWA concrete, Eng. Struct., 18(11) (1996) 845-849.
[6] A.K. Haug, S. Fjeld, A floating concrete platform hull made of lightweight aggregate concrete, Eng. Struct., 18(11) (1996) 831-836.
[7] J.A. Rossignolo, M.V. Agnesini, J.A. Morais, Properties of high-performance LWAC for precast structures with Brazilian lightweight aggregates, Cem. Concr. Compos., 25(1) (2003) 77-82.
[8] E. Yasar, C.D. Atis, A. Kilic, H. Gulsen, Strength properties of lightweight concrete made with basaltic pumice and fly ash, Mater. Lett., 57(15) (2003) 2267-2270.
[9] M.N. Haque, H. Al-Khaiat, O. Kayali, Strength and durability of lightweight concrete, Cem. Concr. Compos., 26(4) (2004) 307-314.
[10] M.H. Zhang, O.E. Gjvorv, Mechanical properties of high-strength lightweight concrete, ACI Mater. J., 88(3) (1991) 240-247.
[11] T.P. Chang, M.M. Shieh, Fracture properties of lightweight concrete, Cem. Concr. Res., 26(2) (1996) 181-188.
[12] G. Campione, N. Miraglia, M. Papia, Mechanical properties of steel fibre reinforced lightweight concrete with pumice stone or expanded clay aggregates, Mater. Struct., 34(4) (2001) 201-210.
[13] T. Uygunoğlu, Investigation of microstructure and flexural behavior of steel-fiber reinforced concrete, Mater. Struct., 41(8) (2008) 1441-1449.
[14] M. Hassanpour, P. Shafigh, H.B. Mahmud, Lightweight aggregate concrete fiber reinforcement–a review, Const. Build. Mater., 37 (2012) 452-461.
[15] Y. Hao, H. Hao, G. Chen, Experimental investigation of the behaviour of spiral steel fibre reinforced concrete beams subjected to drop-weight impact loads, Mater. Struct., 49(1-2) (2016) 353-370.
[16] K.H. Mo, S.H. Goh, U.J. Alengaram, P. Visintin, M.Z. Jumaat, Mechanical, toughness, bond and durability-related properties of lightweight concrete reinforced with steel fibres, Mater. Struct., 50(1)(2017) 46.
[17] P. Suraneni, P.C.B. Anleu, R.J. Flatt, Factors affecting the strength of structural lightweight aggregate concrete with and without fibers in the 1,200-1,600kg/m3 density range, Mater. Struct., 49(1-2) (2016) 677-688.
[18] A. Bentur, S. Mindess, Fibre reinforced cementitious composites, CRC Press, (2014).
[19] P. Pierre, R. Pleau, M. Pigeon, Mechanical properties of steel microfiber reinforced cement pastes and mortars, J. Mater. Civ. Eng., 11(4) (1999) 317-324.
[20] W. Abbass, M.I. Khan, S. Mourad, Evaluation of mechanical properties of steel fiber reinforced concrete with different strengths of concrete, Const. Build. Mater., 168 (2018) 556-569.
[21] J. Thomas, A. Ramaswamy, Mechanical properties of steel fiber-reinforced concrete, J. Mater. Civ. Eng., 19(5) (2007) 385-392.
[22] S. Popovics, A numerical approach to the complete stress-strain curve of concrete, Cem. Concr. Res., 3(5) (1973) 583-599.
[23] P. Kumar, A compact analytical material model for unconfined concrete under uni-axial compression, Mater. Struct., 37(9) (2004) 585-590.
[24] A.A. Tasnimi, Mathematical model for complete stress-strain curve prediction of normal, lightweight and high-strength concretes, Mag. Concr. Res., 56(1) (2004) 23-34.
[25] M.C. Nataraja, N. Dhang, A.P. Gupta, Stress–strain curves for steel-fiber reinforced concrete under compression, Cem. Concr. Compos., 21(5-6) (1999) 383-390.
[26] J.A.O. Barros, J.A. Figueiras, Flexural behavior of SFRC: testing and modeling, J. Mater. Civ. Eng., 11(4) (1999) 331-339.
[27] A.S. Ezeldin, P.N. Balaguru, Normal-and highstrength fiber-reinforced concrete under compression, J. Mater. Civ. Eng., 4(4) (1992) 415-429.
[28] P. Soroushian, C.D. Lee, Constitutive modeling of steel fiber reinforced concrete under direct tension
and compression, In: R.N. Swamy, B. Barr, editors, Fiber reinforced cement and concrete recent developments, Cardiff, UK: University of Wales; Publication of: Elsevier Applied Science Publishers Limited, 18(20) (1989) 363-377.
[29] H. Dabbagh, K. Amoorezaei, S. Akbarpour, K. Babamuradi, Compressive toughness of lightweight aggregate concrete containing different types of steel fiber under monotonic loading, AUT. J. Civ. Eng., 1(1) (2017) 15-22.
[30] ASTM C330/C330M, Standard specification for lightweight aggregates for structural concrete, American Society for Testing and Materials, (2014).
[31] K. Amoorezaei, Behavior of steel fiber reinforced lightweight concrete under compressive cyclic loading, MSc Thesis, Iran: University of Kurdistan, (2016).
[32] ACI 211.2, Standard practice for selecting proportions for structural lightweight concrete, American Concrete Institute, 1998 (Reapproved 2004).
[33] ASTM C469/C469M, Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression, American Society for Testing and Materials, (2014).
[34] ASTM C39/C39M, Standard test method for compressive strength of cylindrical concrete specimens, American Society for Testing and Materials, (2015).
[35] P. Mehta, P.J.M. Monteiro, Concrete: microstructure, properties, and materials, McGraw-Hill Publishing, (2006).
[36] D.J. Carreira, K.H. Chu, Stress-strain relationship for plain concrete in compression, ACI J. Proc., 82(6) (1985) 797-804.
[37] N.A. Libre, M. Shekarchi, M. Mahoutian, P. Soroushian, Mechanical properties of hybrid fiber reinforced lightweight aggregate concrete made with natural pumice, Const. Build. Mater., 25(5) (2011) 2458-2464.
[38] G. Campione, L. La Mendola, Behavior in compression of lightweight fiber reinforced concrete confined with transverse steel reinforcement, Cem. Concr. Compos., 26(6) (2004) 645-656.
[39] S. Akbarpour, The effects of nano-silica and steel fibers on flexural behavior of reinforced lightweight aggregate concrete beams, PhD Thesis, Iran: University of Kurdistan, (2018).