Abstract

Topology optimization is a well-suited method to establish the best material distribution inside an analysis domain. It is common to observe some numerical instabilities in its gradient-based version, such as the checkerboard pattern, mesh dependence, and local minima. This research demonstrates the generalized finite-volume theory's checkerboard-free property by performing topology optimization algorithms without filtering techniques. The formation of checkerboard regions is associated with the finite element method's displacement field assumptions, where the equilibrium and continuity conditions are satisfied through the element nodes. On the other hand, the generalized finite-volume theory satisfies the continuity conditions between common faces of adjacent subvolumes, which is more likely from the continuum mechanics point of view. Also, the topology optimization algorithms based on the generalized finite-volume theory are performed using a mesh independent filter that regularizes the subvolume sensitivities, providing optimum topologies that avoid the mesh dependence and length scale issues.

Highlights

  • In structural design, engineers seek to find the best project that attends all the design restrictions and optimizes structural performance

  • This paper addresses a new approach for topology optimization based on the generalized finite-volume theory for continuum elastic structures in the context of compliance minimization problems, showing that the checkerboard pattern is a problem related to the conventional finite element analysis

  • Comparison results between the three versions of the generalized finite-volume theory and similar approaches based on the finite element method are provided, demonstrating the efficiency of the new topology optimization technique, with competitive processing time, even when the higher-order versions of the theory are employed

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Summary

INTRODUCTION

Engineers seek to find the best project that attends all the design restrictions and optimizes structural performance. An alternative technique to the finite element method is the finite-volume theory, which employs the volumeaverage of the different fields that define the material behavior and imposes the boundary and continuity conditions in an averaged sense This technique has shown to be a well suitable method for elastic stress analysis in solid mechanics, investigations of its numerical efficiency can be found in Cavalcante et al (2007a, b and 2008) and Cavalcante and Pindera (2012a, b). This paper addresses a new approach for topology optimization based on the generalized finite-volume theory for continuum elastic structures in the context of compliance minimization problems, showing that the checkerboard pattern is a problem related to the conventional finite element analysis. Comparison results between the three versions of the generalized finite-volume theory and similar approaches based on the finite element method are provided, demonstrating the efficiency of the new topology optimization technique, with competitive processing time, even when the higher-order versions of the theory are employed

GENERALIZED FINITE-VOLUME THEORY
Theoretical framework
TOPOLOGY OPTIMIZATION PROBLEM
H Hff ρρff
COMPLIANCE FUNCTION FOR THE GENERALIZED FINITE-VOLUME THEORY
NUMERICAL RESULTS
Cantilever beam
CONCLUSIONS
Full Text
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