“A Comparison between the Treatments of Punching by EC2 and the Critical Shear Crack Theory (CSCT) - Slabs without Shear Reinforcement”, Int. J. Curr. Eng. Technol., vol. 4, no. 5, pp. 3614–3626, Oct. 2014, Accessed: Apr. 10, 2026. [Online]. Available: https://ijcet.evegenis.org/index.php/ijcet/article/view/1416