[1]
Dönmez, A. and Bažant, Z. 2024. Critique of Critical Shear Crack Theory for fib Model Code Articles on Shear Strength and Size Effect of Reinforced Concrete Beams. Hormigón y Acero. 75, 302-303 (Feb. 2024), 41-53. DOI:https://doi.org/10.33586/hya.2024.3138.