References
- AROWOJOLO, O. – IBRAHIM, A. – ALMAKRAB, A. – SARAS, N. – NIELSEN, R.: Influence of Shear Span-to-Effective Depth Ratio on Behavior of High-Strength Reinforced Concrete Beams. International Journal of Concrete Structures and Materials. Vol. 15, 2021, pp. 1–12.
- DELPHI, H. R. – SULTAN, W. H. – ZGHAIR, L. A.: Comparison Between the Behavior of Reinforced Concrete Beams and RPC Beams Under Bending and Torsion Moments. Civil and Environmental Engineering. Vol. 20, No. 1, 2024, pp. 180–193. DOI: 10.2478/cee-2024-0015.
- JAYASINGHE, T. – GUNAWARDENA, T. – MENDIS, P.: Aggregate Interlock in Fractured Concrete Mesoscale Models: A Novel Finite Element Modelling Approach. Journal of Engineering Mechanics. Vol. 22, No. 4, 2022. DOI: 10.1007/s43452-022-00488-4.
- ALQARNI, A. S. – et al.: The Effect of Coarse Aggregate Characteristics on the Shear Behavior of Reinforced Concrete Slender Beams. Construction and Building Materials. Vol. 264, 2020, p. 120189.
- KHAN, A. – SHAHZAD, A. – SHAHZAD, A. – HANIF, U. – ISRAR, D.: Effect of Lift Core Wall Location in High Rise Buildings.
- GANDEL, R. – JERABEK, J. – MARCALIKOVA, Z.: Reinforced Concrete Beams Without Shear Reinforcement Using Fiber Reinforced Concrete and Alkali-Activated Material. Civil and Environmental Engineering. Vol. 19, No. 1, 2023, pp. 348–356. DOI: 10.2478/cee-2023-0031.
- HAYAT, K. – MEHBOOB, S. – BUX, Q. – QURESHI, L. – ALI, A.: Statistical Subspace-Based Damage Detection and Jerk Energy. 2023.
- BEEBY, A. W. – NARAYANAN, R.: Designers’ Guide to EN 1992-1-1 and EN 1992-1-2. Eurocode 2: Design of Concrete Structures: General Rules and Rules for Buildings and Structural Fire Design. Thomas Telford, 2005.
- MOLUDI, F. – KHEYRODDIN, A.: Comparison of Reinforced Concrete Beam-Column Connections Design Regulations Based on Different RC Codes (ACI 318-2014, National Building Code, and ABA). Journal of Concrete Structures and Materials. Vol. 1, No. 1, 2016, pp. 23–41.
- FÉDÉRATION INTERNATIONALE DU BÉTON (fib): Model Code for Concrete Structures. Ernst & Sohn, Berlin, 2010.
- SIA: Construction en béton (Concrete Construction—in French). Société Suisse des Ingénieurs et Architectes Ed., 2012.
- PARK, R. – PAULAY, T.: Reinforced Concrete Structures. New York: Wiley, 1975.
- KANI, G.: The Riddle of Shear Failure and Its Solution. Reinforced Concrete Design. Vol. 27, 1964, The Ronald Press Co., New York.
- GHALI, A. – FAVRE, R. – ELBADRY, M.: Concrete Structures. 4th ed. New York: Taylor and Francis, 2012.
- BRESLER, B. – MACGREGOR, J. G.: Review of Concrete Beams Failing in Shear. Journal of the Structural Division. Vol. 93, No. 1, 1967, pp. 343–372.
- CLARK, A. P.: Diagonal Tension in Reinforced Concrete Beams. Journal Proceedings. 1951.
- ROMBACH, G. – HENZE, L.: Shear Capacity of Concrete Slabs Without Shear Reinforcement Under Concentrated Loads Close to Support. In High Tech Concrete: Where Technology and Engineering Meet. Springer, 2018, pp. 676–683.
- KANI, G. N. J.: How Safe Are Our Large Reinforced Concrete Beams? Journal Proceedings. 1967.
- GERGES, N. – ISSA, C. A. – SLEIMAN, E. – NAJJAR, M. – KATTOUF, A.: Experimental Study of the Shear Behavior of RC Beams Strengthened with High-Performance Fiber-Reinforced Concrete. International Journal of Concrete Structures and Materials. 2023. DOI: 10.1186/s40069-023-00582-8.
- VEGERA, P. – VASHKEVYCH, R. – KHMIL, R. – BLIKHARSKYY, Z.: The Improved Design Method of Shear Strength of Reinforced Concrete Beams Without Transverse Reinforcement. Scientific Papers of the Journal of Civil Engineering. Vol. 12, No. 2, 2017, pp. 39–45. DOI: 10.1515/sspjce-2017-001.
- ALHAMAD, S. – et al.: Effect of Shear Span-to-Depth Ratio on the Shear Behavior of BFRP-RC Deep Beams. In MATEC Web of Conferences. EDP Sciences, 2017.
- CHEN, S. – LI, J.: Shear Behavior of Reinforced High-Strength Concrete Beams. ACI Structural Journal. Vol. 110, No. 6, 2013, pp. 1112.
- HU, B. – WU, Y.-F.: Effect of Shear Span-to-Depth Ratio on Shear Strength Components of RC Beams. Engineering Structures. Vol. 168, 2018, pp. 770–783.
- LOPES, A. V.: Revisiting Cracking in Reinforced Concrete Beams: An Updated Analysis. Applied Sciences. 2023.
- PERERA, S. – MUTSUYOSHI, H.: Shear Behavior of Reinforced High-Strength Concrete Beams. ACI Structural Journal. Vol. 110, No. 1, 2013.
- HAMODA, A. – et al.: Experimental and Numerical Assessment of Reinforced Concrete Beams with Disturbed Depth. International Journal of Concrete Structures and Materials. Vol. 13, No. 1, 2019, pp. 1–28.
- DIXON, D. E. – et al.: Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete (ACI 211.1-91). American Concrete Institute (ACI), Farmington Hills, 1991.
- ZHANG, J. – LI, S. – XIE, W. – GUO, Y.: Experimental Study on Shear Capacity of High-Strength Reinforced Concrete Deep Beams. 2020.
- QING, L. – YU, K. – MU, R. – FORTH, J. P.: Uniaxial Tensile Behavior of Aligned Steel Fibre Reinforced Cementitious Composites. Materials and Structures. Vol. 5, 2019, pp. 1–12. DOI: 10.1617/s11527-019-1374-5.
- MIMURA, Y. – YOSHITAKE, I. – ZHANG, W.: Uniaxial Tension Test of Slender Reinforced Early Age Concrete Members. Materials. Vol. 4, No. 8, 2011, pp. 1345–1359. DOI: 10.3390/ma4081345.