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5. Droll, K. (2004). Influence of additions on ultra-high performance concretes-grain size optimization, Proceedings of the International Symposium on UHPC, Kassel, Germany, 285-301. 

6. European Committee for Standardization (2004) Eurocode 2: Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings. Brussels, Belgium. 

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13. Haber, Z., Varga, O. D. L., Graybeal, B., Nakashoji, B., & EI-Helou, R. (2018). Properties and behavior of UHPC-Class Materials, FHW-HRT-18-036, 170. 

14. Hassan, A., Jones, S., & Mahmud, G. (2012). Experimental test methods to determine the uniaxial tensile and compressive behavior of ultra-high performance fiber reinforced concrete(UHPFRC), Construction and Building Materials, 37, 874-882. 

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15. Lampropoulos, A. P., Paschalis, S. A., Tsioulou, O. T., & Dritsos, S. E. (2016). Strengthening of reinforced concrete beams using ultra high performance fibre reinforced concrete (UHPFRC), Engineering Structures, 106, 370-384. 

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16. Lofgren, I. (2007). Calculation of crack width and crack spacing, Presented at Nordic Mini-seminar: "Fibre reinforced concrete", Trondheim. 

17. Moffatt, K. (2001). Analyse de Dalles de Pont avec Armature Reduite et Beton de Fibres Metalliques, Master thesis, Ecole Polytechnique de Montreal, Montreal, QC, Canada, 248. (in French) 

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19. RILEM and Final recommendations of TC 162-TDF. (2003). Test and design methods for steel fibre reinforced concrete, ${\sigma}-{\varepsilon}$ design method, Materials and Structures, 36, 560-565 

20. Wille, K., Naaman, A., El-Tawil, S., & Parra-Montesinos, G. (2012). Ultra-high performance concrete and fibre-reinforced concrete: Achieving strength and ductility without heat curing, Materials and Structures, 45, 309-324. 

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21. Wu, Z., Shi, C., He, W., & Wu, L. (2016). Effects of steel fiber content and shape on mechanical properties of ultra high performance concrete, Construction and Building Materials, 103(1), 8-14. 

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22. Yang, Y., Walraven, J. C., & Uijl, J. A. D. (2009). Combined effect of fibers and steel rebars in high performance concrete, Heron, 54(2/3), 205-224. 

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