Reply to arXiv:1810.11506: Size Effect According to the Critical Shear Crack Theory (CSCT) for Reinforced Concrete Beams and Slabs

Aurelio Muttoni, Miguel Fernández Ruiz

This document is a reply to arXiv:1810.11506. In that document, Dönmez and Bažant raise a number of criticism on the hypotheses Critical Shear Crack Theory (CSCT). The aspects crit…