Um método híbrido de otimização topológica aplicado em estruturas de concreto armado utilizando elementos finitos poligonais

Abstract

Abstract This work introduces a new alternative to obtain strut-and-tie models using the hybrid topology optimization method, which is already proposed in the technical literature and is refined here to use polygonal finite elements and accelerate the solution of the material nonlinearity problem. In this method, concrete is approached as a continuum, using polygonal two-dimensional finite elements, and steel bars as truss elements, using one-dimensional finite elements with two nodes. For a closer representation of reality, an orthotropic constitutive model for concrete was implemented considering different compression and tensile stiffness values, which is one of the advantages of the model. Further, the hybrid method limits the final layout of steel bars, thereby generating better structures from a constructive point of view, while allowing greater freedom for the shape and concrete strut slope. However, this method is more complex, and it increases the computational cost, which was substantially minimized through the implementation of an algorithm. Results obtained for some domains were very close to the results of other methodologies; however, small differences were noted that may be relevant to the final result. Other domains showed results with greater differences, thereby significantly changing the final strut-and-tie model and presenting a new structural design alternative.