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On approaches for avoiding low-stiffness regions in variable thickness sheet and homogenization-based topology optimization

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Abstract

Variable thickness sheet and homogenization-based topology optimization often result in spread-out, non-well-defined solutions that are difficult to interpret or de-homogenize to sensible final designs. By extensive numerical investigations, we demonstrate that such solutions are due to non-uniqueness of solutions or at least very flat minima. Much clearer and better-defined solutions may be obtained by adding a measure of non-void space to the objective function with little if any increase in structural compliance. We discuss various alternatives for cleaning up solutions and propose two efficient approaches which both introduce an auxiliary field to control non-void space: one approach based on a cut element based auxiliary field (hybrid approach) and another approach based on an auxiliary element based field (density approach). At the end, we demonstrate significant qualitative and quantitative improvements in variable thickness sheet and de-homogenization designs resulting from the proposed cleaning schemes.

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Notes

  1. The lower bound 0.001 and not 0 is used here since MMA usually does not reach 0 due to rounding issues.

  2. The hole introduction strategy was not allowed to introduce holes at loaded boundaries.

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Acknowledgements

The authors wish to thank Krister Svanberg for providing the MATLAB MMA code.

Funding

This work was supported by the Villum Investigator Project InnoTop funded by the Villum Foundation and received additional support from nTopology Inc.

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Correspondence to Ole Sigmund.

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The authors declare that they have no conflict of interest.

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Responsible Editor: YoonYoung Kim

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Replication of results

All MATLAB codes can be obtained from the authors upon reasonable request.

Appendix: A

Appendix: A

1.1 A.1 One-field interpolation scheme

This interpolation scheme suggested by Larsen et al. (2018) makes use of a smoothed Heaviside function (Wang et al. 2011), to obtain the physical thickness \(\bar {\tilde {\mathbf {x}}}\).

$$ \bar{\tilde{\mathbf{x}}} = \tilde{\mathbf{x}}\frac{\tanh(\beta \eta) + \tanh(\beta (\tilde{\mathbf{x}}- \eta))}{\tanh(\beta \eta) + \tanh(\beta (1- \eta))}, $$
(9)

where threshold parameter η, and the sharpness of the projection β, updated each 50 iterations using the continuation approach shown in Fig. 21, where the legend indicates the order of the steps taken. This scheme results in 150 elements with \(\bar {\tilde {\mathbf {x}}} \in ]0.001;\alpha _{min}[\). These values can be thresholded either to αout or to αmin with the following scheme. First, we count the total volume contributions of these elements. Second, we identify how many elements can be set to αmin based on this volume contribution. The largest values of \(\bar {\tilde {\mathbf {x}}} \in ]0.001;\alpha _{min}[\) will then be set to αmin such that the total volume is not violated. The corresponding thresholded design for this one-field interpolation scheme is shown in Fig. 22.

Fig. 21
figure 21

Interpolation scheme plotted for different values of η and β, the order of the lines follows the continuation approach

Fig. 22
figure 22

Optimized Michell cantilever using one-field interpolation scheme. Blue line shows boundary where thickness goes from zero to αmin

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Giele, R., Groen, J., Aage, N. et al. On approaches for avoiding low-stiffness regions in variable thickness sheet and homogenization-based topology optimization. Struct Multidisc Optim 64, 39–52 (2021). https://doi.org/10.1007/s00158-021-02933-z

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  • DOI: https://doi.org/10.1007/s00158-021-02933-z

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