Dimensionamento otimizado de vigas de aço e de concreto armado: estudo comparativo

Resumo

This work presents a study related to the optimization of reinforced concrete beams and steel beams.
Initially, formulations to optimize reinforced concrete beams of rectangular section and “I” welded steel beams
were developed, aiming to minimize the total cost. For both structural materials, cross-sectional dimensions were
considered as discrete design variables. To the constraints, related to serviceability and ultimate limit states,
Brazilian Standards NBR6118/2014 and NBR8800/2008 were adopted, respectively to reinforced concrete and to
steel beams. The developed formulations were computationally implemented by the usage of Simulated Annealing
optimization method. From a parametric study considering different spans and loads, simply supported beams
were analyzed in order to obtain the optimized costs and their corresponding cross-sectional dimensions. The
comparison of concrete and steel beams aimed to clearly identify the advantages of each structural material to a
given span in terms of cost, height and self-weight.