Mathematical modeling of the behavior of earthquake resistant rods subjected to quenching treatments using the finite element method
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Abstract
Typography: In the construction sector, seismic resistant rods gradually lose mechanical properties when subjected to thermal treatments, this loss is different and depends on the percentage of alloying elements as well as on the thickness of the material. Therefore, applying mathematical modeling to simulate the degree of affectation in seismic-resistant materials under tensile stresses becomes a tool that allows to establish the behavior of any material quickly and accurately under this type of stresses. The research method applied was inductive, with a quantitative approach, by means of experimental design and documentary type. The population is constituted by rebars, considering 90 experimental units as sample. The destructive tensile test and the simulation using finite element methods showed that the maximum stress for the rupture of the seismic-resistant material is between 690 Mpa and 700 Mpa, a result that is fundamental in the design and material selection phase at the time of constructing new buildings. By means of the analysis of variance, it was concluded that the dependence of the fracture mechanism is a function of both the diameter of the material and the type of manufacturer. In addition, it was established that the fracture mechanism of earthquake resistant materials subjected to thermal hardening processes is of the ductile type.
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