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- W2156180309 abstract "The experimental results of testing structures or structural parts are limited and, sometimes, difficult to interpret. Thus, the development of mathematical-numerical models is needed to complement the experimental analysis and allow the generalization of results for different structures and types of loading. This article makes two computational studies of reinforced concrete structures problems found in the literature, using the Finite Element Method. In these analyses, the concrete is simulated with the damage classical model proposed by Mazars and the steel by a bilinear elastoplastic constitutive model. Numerical results show the validity of the application of constitutive models which consider the coupling of theories with the technique of finite element discretization in the simulation of linear and two-dimensional reinforced concrete structures." @default.
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- W2156180309 date "2013-02-01" @default.
- W2156180309 modified "2023-09-27" @default.
- W2156180309 title "Numerical-computational analysis of reinforced concrete structures considering the damage, fracture and failure criterion" @default.
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- W2156180309 doi "https://doi.org/10.1590/s1983-41952013000100006" @default.
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