**Acknowledgements**

I want to thank Velasco Aguilar, C. S., and Casanova-del-Angel, F., who have allowed me to use one of the different tests carried out on various reinforced concrete structures (columns, beams, slabs, and frameworks), published in [10]; Santos Vázquez, R. E., who has made some of the calculations to dimension the fracture under study [22]; and the IPN-SIP research projects 20181253 and 20196119.
