[1] M. Grzybowski, S.P. Shah. (1990). “Shrinkage cracking of fiber reinforced concrete”, ACI Materials. 87 (2) 138– 148.
[2] I. Padron, R.F. Zollo. (1990). “Effect of synthetic fibers on volume stability and cracking of portland cement concrete and mortar”, ACI Materials. 87 (4) 327– 332.
[3] Z. Bayasi, J. Zeng. (1993). “Properties of polypropylene fiber reinforced concrete”, ACI Materials. 90 (6) 605– 610.
[4] P. Soroushian, H. Elyamany, A. Tlili, K. Ostowari. (1998). “Mixed-mode fracture properties of concrete reinforced with low volume fractions of steel and polypropylene fibers, Cement and Concrete Composite. 20, 67– 78.
[5] K. Wang, S.P. Shah, P. Phuaksuk. (2001). “Plastic shrinkage cracking in concrete materials—Influence of fly ash and fibers”, ACI Materials. 98 (6) 458– 464.
[6] Z. Bayasi, M.A. Dhaheri. (2002). “Effect of exposure to elevated temperature on polypropylene fiber-reinforced concrete”, ACI Materials. 99 (1) 22– 26.
[7] R.F. Zollo, C.D. Hays. (1998). “Engineering material properties of a fiber reinforced cellular concrete”, ACI Materials. 95 (5) 631– 635.
[8] B. Mu, C. Meyer, S. Shimanovich. (2002). “Improving the interface bond between fiber mesh and cementitious matrix”, Cement and Concrete Research. 32 (5) 783– 787.
[9] Sanjuan MA, Moragues A. (1997). “Polypropylene-x mortar mixes: optimization to control plastic shrinkage”. Composite Science and Technology, 57:655–60.
[10] Qian CX, Stroeven P. (2000). “Development of hybrid polypropylene–steel fibrereinforced concrete”. Cement and Concrete Research. 30:63–9.
[11] Wu Yao, Jie Li, Keru Wu. (2003). “Mechanical properties of hybrid fiber-reinforced concrete at low fiber volume fraction”. J. Cement and Concrete Research 33. 27-30.
[12] Quresh L A et. Al. (2008). "Effect of mixing steel fibers and silica fume on properties of high strength concrete", Proceedings. International Conference Concrete: Constructions sustainable option, Dundee.UK, pp 173-185.
[13] Zeiml, Matthias.,Leithner, David., Lackner, Roman. AndMang, A. (2006). “How Do Polypropylene Fibers Improve The Spalling Behavior of In-Situ Concrete?”. Cement and Concrete Research, 36, 929–942.
[14] N. Banthia, A. Moncef, K. Chokri, J. Sheng. (1995). “Uniaxial tensile response of microfiber reinforced cement composites ”, Journal of Materials and Structures, RILEM 28 (183), p.p. 507–517.
[15] S.P. Shah. (1991). “Do fibers increase the tensile strength of cement-based matrices ”, ACI Materials, RILEM 88 (6), p.p. 595–602.
[16] Banthia N, Sheng J. (1996). “Fracture toughness of micro-fiber reinforced cement composites”. Cem Concr Comp. 18(4):251–69.
[17] Bayasi MZ, Zeng J. (1997). “Composite slab construction utilizing carbon fiber reinforced mortar”. ACI Structural. 94(4):442–6.
[18] Dwarakanath HV, Nagaraj TS. (1992). “Deformational behavior of fiber-reinforced concrete beams in bending”. Structural Engineering. ASCE;118(10):2691–8.
[19] Mu B, Li Z, Peng J. (2000). “Short fiber-reinforced cementitious extruded plates with high percentage of slag and different fibers. Cement and Concrete Research. 30(8):1277–82.
[20] Li VC, Kanda T. (1998). “Engineered cementitious composites for structural applications”. Material of Civil Engineering, ASCE 10(2):66–9.
[21] Kanda T, Li VC. (1998). “Interface property and apparent strength of a high-strength hydrophilic fiber in cement matrix”. J Material of Civil Engineering, ASCE;10(1):5–13.
[22] Li VC, Horii H, Kabele P, Kanda T, Lim YM. (2000). “Repair and retrofit with engineered cementitious composites”. Engineering Fracture Mechanic. 65(2–3):317–34.
[23] Limbachiya, M. C., Leelawat, T., & Dhir, R. K. (2000). “Use of recycled concrete aggregate in high-strength concrete”. Materials and Structures, 33, 574–580.
[24] Ajdukiewicz, A. Kliszczewicz, A. (2002). “Influence of recycled aggregates on mechanical properties of HP/HPC”, Cement and Concrete Composite. 24(2): 269-279.
[25] C.A. Carneiro, P.R.L. Lima, M.B. Leite, R.D.T. Filho. (2008). “Compressive stress–strain behavior of steel fiber reinforced-recycled aggregate concrete”, Cement and Concrete Composites, Vol. 46, pp. 886-893.
[26] Khaloo, A. Khodavirdi, M.M. Hoseini, P. (2010). “Analysis the Building of Self-Compacting Concrete Using Coarse Recycled Grains". Journals of Concrete Research. Year Three, No.1, pp. 9-20.
[27] Sung Bae Kim, Na Hyun Yi, Hyun Young Kim, Jang-Ho Jay Kim, Young-Chul Song. (2010). “Material and structural performance evaluation of recycled PET fiber reinforced concrete”, Cement & Concrete Composites. 32, 232-240.
[28] Lankard DR. (1972). “Prediction of the flexural strength properties of steel fibrous concrete”. In: Proceedings of the CERL conference on fibrous concrete, construction engineering research laboratory, Champaign. p. 101–23.
[29] Xu Z, Hao H, Li HN. (2012). “Experimental study of dynamic compressive properties of fibre reinforced concrete material with different fibres”. Material and Design. 33:42–55.
[30] Xu Z, Hao H, Li HN. (2012). “Dynamic tensile behaviour of fibre reinforced concrete with spiral fibres”. Material and Design 42:72–88.
[31] Sadrmomtazi, A. Tahmooresi, M.H. Nosrati, H. (2014). “Evaluration of Fiber Reinforced Containing Recyvled Concrete Aggregates with Non-Destructive Methods”. Journal of Concrete Thechnology. (6), Vol. 1, pp. 73-86.
[32] Ahmadi, M. Hassani, A. Soleymani, M. (2015). “Role of Recycled Steel Fibers from Tires on Concrete Containing Recycled Aggregate from Building Waste”. Journal of Concrete Thechnology. (7), Vol. 2, pp. 57-68.
[33] Mastali, M. Dalvand, A. Sattarifard, A. (2016). “The impact resistance and mechanical properties of the reinforced self compacting concrete incorporating recycled CFRP fiber with different lengths and dosages”. Composites. DOI: 10.1016/j.compositesb.
[34] Shirazi Bidabadi, M. Akbari, M. (2017). “Evaluation of Mechanical Properties of Fiber-Reinforced Recycled Concrete: The Effect of Dimensions and Amount of Recycled Aggregate, Type and Amount of Fibers". Journal of Structural engineering and construction. Fourth Year, No.1, pp. 138-150.
[35] “The European guidelines for self-compacting concrete; specification production and use”, (2005), EFNARC.
[36] INSO581. (2015). concrete-making curing concrete test specimens in the laboratory- code of practice, 2nd.revision.
[37] NF EN 12390-13 AFNOR. (2013). Testing hardened concrete, in: Determination of Secant Modulus of Elasticity in Compression, pages 18–455.
[38] Gholhaki, M. Pachideh, GH. (2018). “Assessing Effect of Temperature Rise on the Concrete Containing Recycled Metal Spring and Its Comparison with Ordinary Fibres“. Journal of Structural and Construction Engineering (JSCE), DOI: 10.22065/jsce.2018.93911.1278.