The ground structure method is a topology optimization strategy that tends to generate complex structural solutions to structural optimization problems. One of the main causes of this complexity is the large number of different cross-sections present in the topologies optimized by this method, in which the solutions obtained often have dozens of bars with different cross-sections. This excessive diversity of cross-sections makes the solutions obtained impractical for the manufacture and assembly of real structures, which require standardized cross-sections for economic and constructive viability. Therefore, in order to improve the workflow during the design stage, we propose the development of a strategy that allows the number of cross-sectional areas available to be restricted during the optimization process. The proposed method acts independently of the number of members present in the initial structure and ensures that the optimized solution has a predefined number of cross-sections with equal areas. To do this, an initial optimization is carried out to obtain an ordered vector of optimized design variables with a higher tolerance. From this ordering, the groupings of members that will be associated with the same design variable are defined, which generates a new optimization problem with a reduced number of design variables. The material of the structure is again redistributed among the members and the new optimization problem is solved. Structures were optimized with a robust compliance minimization formulation that introduces uncertainty in the loading directions. This formulation naturally increases the complexity of the final structure compared to a nominal formulation. As a result, simpler topologies are obtained that benefit the construction process by reducing the number of elements with different cross-sections in the structure. Numerical examples are presented to demonstrate the efficiency of the strategy developed.
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