The mechanism failure of beams with WM-PUC state that the failure pattern of the models occurred without deboned between the PUC and concrete, there is no information related to the mechanical behavior of the concrete, the WM and the PUC used. The reviewer suggest to carry out a sectional analysis using the basic concepts of the classic sectional analysis to assess the yielding moments and the failure moments in the midspan section of beams models and could be assessed and compared with the ones obtained experimentally leading to a better quality of the paper. 返回小木虫查看更多