[1] C.K. Wang, C.G. Salmon, J.A. Pincheria, Reinforced Concrete Design; seventh edition, John Wiley & Sons Inc. 2007.
https://herbycalvinpascal.files.wordpress.com/2019/04/37.-reinforced-concrete-design.pdf
[2] A. A. Abdulsada, R. I. Khalel, and K. F. Sarsam, Influence of Minimum Tension Steel Reinforcement on the Behavior of Singly Reinforced Concrete Beams in Flexure, Eng. Technol. J. 38 (2020) 1034–1046. doi: 10.30684/etj.v38i7a.902.
[3] ACI 544.4R88, Design Considerations for Steel Fiber Reinforced Concrete, American Concrete Institute, Detroit 1999.
[4] A. C. I. Committee, 318M-19: Building Code Requirements for Concrete and Commentary.
[5] M.I.M. Rjoub, Moment Capacity of Steel Fiber Reinforced Concrete Beams, Journal of Engineering Sciences, Assiut University, 34 (2006) 413-422, doi: 10.14359/7002.
[6] B.H. Oh, Flexural Analysis of Reinforced Concrete Beams Containing Steel Fibers, Journal of Structural Engineering, Vol. 118, Issue 10, 1992, ASCE, p.2821-2835.
[7] W. I. Khalil, Flexural Strength of Fibrous Ultra High Performance, APRN J. Eng. Appl. Sci., 8 (2013) 200–214, [Online]. Available: www.arpnjournals.com.
[8] H. M. Al-Hassani, W. I. Khalil, L. S. Danha, Prediction of the Nominal Bending Moment Capacity for Plain and Singly Reinforced Rectangular RPC Beam Sections Prediction, Eng. Technol. J. 33 (2015) 1113–1130.
[9] M. H. F. Rasheed, A. Z. S. Agha, Analysis of Fibrous Reinforced Concrete Beams, Eng. Technol. J., 30 (2012) 974–990.
[10] A. M. Jabbar, M. J. Hamood, and D. H. Mohammed, Ultra High Performance Concrete Preparation Technologies and Factors Affecting the Mechanical Properties: A Review, IOP Conf. Ser. Mater. Sci. Eng., 1058 (2021) 012029, doi: 10.1088/1757-899x/1058/1/012029.
[11] Fehling, E.; Schmidt, M.; Walraven, J.; Leutbecher, T.; Frohlich, S.; (2014), Ultra-High Performance Concrete, Fundamentals, Design, Examples, Beton Kalender, Wilhen Ernst and Sohn, Germany, 188p.
[12] D. Y. Yoo and Y. S. Yoon, A Review on Structural Behavior, Design, and Application of Ultra-High-Performance Fiber-Reinforced Concrete, Int. J. Concr. Struct. Mater. 10 (2016) 125–142. doi: 10.1007/s40069-016-0143-x.
[13] M. Schmidt, T. Leutbecher, S. Piotrowski, and U. Wiens, The German Guideline for Ultra-High Performance, UHPFRC 2017 Des. Build. with UHPFRC New large-scale implementations, Recent Tech. Adv. Exp. Stand. 2 (2017) 545–554.
[14] A. Simon, New AFGC Recommendations of UHPFRC: chapter 1- Mechanical Characteristic and Behavior of UHPFRC, Designing and Building with UHPFRC: State of the art and Development, edited by Francois Toutlemonde, Jacques Resplendino, John Wiley and Sons Inc. (2011)723-741. https://doi.org/10.1002/9781118557839.ch48
[15] French Standard Institute; National addition to Eurocode 2-Design of Concrete Structures: Specific Rules for Ultra-High Performance Fibre-Reinforced Concrete (UHPFRC), April 2016.
[16] Pierre MARCHAND. New AFGC Recommendations on UHPFRC: Chapter 2 – Design. Designing and Building with UHPFRC. State of the Art and Development. Edited by François Toutlemonde, and Jacques Resplendino. John Wiley & Sons, Inc
[17] D. Y. Yoo and Y. S. Yoon, Structural performance of ultra-high-performance concrete beams with different steel fibers, Eng. Struct., 102 (2015) 409–423, doi: 10.1016/j.engstruct.2015.08.029.
[18] M. Pourbaba, H. Sadaghian, and A. Mirmiran, A comparative study of flexural and shear behavior of ultra-high-performance fiber-reinforced concrete beams, Adv. Struct. Eng., 22 (2019) 1727–1738, doi: 10.1177/1369433218823848.
[19] M. Pourbaba, H. Sadaghian, and A. Mirmiran, Flexural Response of UHPFRC Beams Reinforced with Steel Rebars, Adv. Civ. Eng. Mater., 8 (2019) 20190129, doi: 10.1520/acem20190129.
[20] K. Wille, S. El-Tawil, and A. E. Naaman, Properties of strain hardening ultra-high performance fiber reinforced concrete (UHP-FRC) under direct tensile loading, Cem. Concr. Compos., 48 (2014) 53–66, doi: 10.1016/j.cemconcomp.2013.12.015.
[21] G. Campione, Simplified flexural response of steel fiber-reinforced concrete beams, J. Mater. Civ. Eng., 20 (2008) 283–293, doi: 10.1061/(ASCE)0899-1561(2008)20:4(283).
[22] P. S. Chana, Investigation of the mechanism of shear failure of reinforced concrete beams, Mag. Concr. Res., 39 (1987) 196–204, doi: 10.1680/macr.1987.39.141.196.
[23] S. A. Yaseen, An Experimental Study on the Shear Strength of High-performance Reinforced Concrete Deep Beams without Stirrups, Eng. Tech. J., 34 (2016) 2123–2139.
[24] M. N. Palaskas, E. K. Attiogbe, and D. Darwin, Shear Strength of Lightly Reinforced T-Beams, 1982.
[25] R. Thamrin, J. Tanjung, R. Aryanti, O. F. Nur, and A. Devinus, Shear strength of reinforced concrete T-beams without stirrups, J. Eng. Sci. Technol., 11 (2016) 548–562.
[26] M. Baqersad, E. A. Sayyafi, and H. Mortazavi Bak, State of the Art: Mechanical Properties of Ultra-High Performance Concrete, Civ. Eng. J., 3 (2017) 190–198, doi: 10.28991/cej-2017-00000085.
[27] P. Máca, R. Sovják, and T. Vavřiník, Experimental investigation of mechanical properties of UHPFRC, Procedia Eng., 65 (2013) 14–19, doi: 10.1016/j.proeng.2013.09.004.