[
[1] KANI, G. N. J.: The riddle of shear failure and its solution. ACI Structural Journal, Vol. 61, Iss. 4, 1964, pp. 441–467.10.14359/7791
]Search in Google Scholar
[
[2] TAYLOR, H. P. J.: Investigation of the forces carried across cracks in Reinforced concrete beams in shear by interlock of aggregate. Technical report, 1970, CCA, London, pp. 42–47.
]Search in Google Scholar
[
[3] PAULAY, T. – LOEBER, P. J.: Shear transfer by aggregate interlock. ACI-Special Publication SP42, 1974, pp. 1–15.
]Search in Google Scholar
[
[4] WALRAVEN, J. C.: The influence depth on the shear strength of lightweight concrete beams without shear reinforcement. Stevin laboratory report, Delft University of Technology, Delft, 1987.
]Search in Google Scholar
[
[5] THOMAS, T. C. H.: Softened truss model theory for shear and torsion. ACI Structural Journal, Vol. 85, Iss. 6, 1988, pp. 624–635.10.14359/2740
]Search in Google Scholar
[
[6] REINECK, K.: Ultimate shear force of structural concrete members without transverse reinforcement derived from a mechanical model. ACI Structural Journal, Vol. 88, Iss. 5, 1991, pp. 592–602.10.14359/2784
]Search in Google Scholar
[
[7] SARKAR, S. – ADWAN, O. – BOSE, B.: Shear Stress Contributions and Failure Mechanisms of High Strength Reinforced Concrete Beams. Materials and Structures, Vol. 32, 1999, pp. 112–116.10.1007/BF02479437
]Search in Google Scholar
[
[8] JELIC, I. – PAVLOVIC, M. N. – KOTSOVOS, M. D.: A study of dowel action in reinforced concrete beams. Magazine of Concrete Research, Vol. 51, Iss. 2, 1999, pp. 131–141, doi: 10.1680/macr.1999.51.2.131.10.1680/macr.1999.51.2.131
]Search in Google Scholar
[
[9] ZARRAIS, P. D. – PAPADAKIS, G. CH.: Diagonal shear failure and size effect in RC beams without web reinforcement. Journal of Structural Engineering, Vol. 127, Iss. 7, 2001, pp. 733–742, doi:10.1061/(ASCE)0733-9445127:7(733).
]Search in Google Scholar
[
[10] PANDA, S. S. – APPARAO, G.: Study of Dowel Action in Reinforced Concrete Beam by Factorial Design of Experiment. ACI Structural Journal, Vol. 114, Iss. 6, 2017, pp. 1495–1505, DOI: 10.14359/51700831.10.14359/51700831
]Search in Google Scholar
[
[11] SINGH, B. – CHINTAKUNDI: An appraisal of dowel action in reinforced concrete beams. Proceedings of Structures and Buildings, Vol. 166, SB5, 2012.10.1680/stbu.10.00071
]Search in Google Scholar
[
[12] KIM, H. G - JEONG, C. Y. – KIM, M. J. – LEE, Y. J. – PARK, J. H. – KIM, K. H.: Prediction of shear strength of reinforced concrete beams without shear reinforcement considering bond action of longitudinal reinforcements. Advances in Structural Engineering, Vol. 21, Iss.1, 2018, pp. 30–45, doi: 10.1177/1369433217706778.10.1177/1369433217706778
]Search in Google Scholar
[
[13] NASSER, H. T. – MUSTAFA, R. A. - HAIDAR JABBAR, J. B.: Residual tensile stress estimation for shear strength of UHPC non prismatic beams. Civil and Environmental Engineering, Vol. 17, Iss. 1, 2021, pp. 164–177, doi: 10.2478/cee-2021-0017.10.2478/cee-2021-0017
]Search in Google Scholar
[
[14] IS: 456 2000: Indian Standard Plain and Reinforced Concrete - CODE OF PRACTICE (Fourth Revision).
]Search in Google Scholar
[
[15] IS: 10262 2019: Concrete Mix Proportioning- Guide Lines. (Second Revision).
]Search in Google Scholar
