Reply to arXiv:1810.11506: Size Effect According to the Critical Shear Crack Theory (CSCT) for Reinforced Concrete Beams and Slabs
This document is a reply to arXiv:1810.11506. In that document, D\"onmez and Ba\v{z}ant raise a number of criticism on the hypotheses Critical Shear Crack Theory (CSCT). The aspects criticized have however been largely discussed in previous works of the CSCT, proving the validity of the theory. This document compiles such previous knowledge as a reply to the authors of the report.
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Aurelio Muttoni (add twitter)
Miguel Fernández Ruiz (add twitter)
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Physics - Applied Physics

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05/19/19 06:05PM
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