[3] ALMANSOUR, H. - LOUNIS, Z.: Design of prestressed UHPFRC girder bridges according to Canadian Highway Bridge Design Code. International Workshop on Ultra High Performance Fiber Reinforced Concrete (UHPFRC), France, 2009.
[4] WASAN, I. K.-TAYFUR, Y. R.: Flexural Strength of Fibrous Ultra High Performance Reinforced Concrete Beams, ARPN Journal of Engineering and Applied Sciences, Vol. 8, No. 3, 2013.
[5] SI-LARBI, A. - FERRIER, E. - HAMELIN, P.: Flexural Behavior of Ultra High Performance Concrete reinforced with mixed short fibers and CFRP rebars.Ultra High Performance Concrete (UHPC), International Symposium on Ultra High Performance Concrete, pp. 661–672, Kassel University, Germany, 2004.
[6] NIBIN, V. – ANUP, J.: Flexural Behavior of Reinforced Concrete Beam with Hollow Core at Various Depth. International Journal of Science and Research (IJSR), Vol. 5, Iss. 5, May 2016.10.21275/v5i5.NOV163467
[7] DHINESH, N. P. - SATHEESH, V. S.: Flexural Behaviour of Hollow Square Beam. International Journal of Scientific Engineering and Applied Science (IJSEAS), Vol. 3, Iss. 3, 2017.
[8] AHMAD, J. H. - HADI, N. G.: Structural Behavior of Reinforced Concrete Hollow Beams under Partial Uniformly Distributed Load. Journal of Engineering, Vol. 20, No. 7, 2014.
[10] NASSER, H. T. - MUSTAFA, R. A.: Flexural Strength Estimation for Composite UHPC-Tubular Steel Beam. Journal of Engineering Science and Technology, Vol. 3, Iss. 15, 2020.
[11] YAARUB, G. A. - HUSSAIN, D. A.: Structural Behavior of HS-SC Reinforced Concrete Beams with Longitudinal and Transverse Openings Strengthened with CFRP Laminates. Journal of Engineering and Sustainable Development, Vol. 22, No. 05, 2018.10.31272/jeasd.2018.5.5
[12] NASSER, H. T. - MUSTAFA, R. A. - HAIDER, J. B.: Residual Tensile Stress Estimation for Shear Strength of UHPC Nonprismatic Beams. Civil and Environmental Engineering, Vol. 17, Iss. 1, 2021, pp. 164–177.10.2478/cee-2021-0017
[15] ASTM C1240-04: Standard Specification for the Use of Silica Fume as a Mineral Admixture in Hydraulic Cement Concrete. Mortar and Grout, Vol. 4.2, 2004, p. 6.