Abstract
The present study addresses a simplified topology optimization method to improve load bearing capacity. Topology optimization taking account of structurally nonlinear and complex behavior is an important topic from the viewpoint of mechanics. However, most methodologies require complex analytical derivation of sensitivity analysis and high computational cost to obtain the optimal solution. In light of this, we propose a practical design method employing the principal direction of Cauchy stress and the directional statistics, to improve load bearing capacity indirectly with much lower computational cost than those based on complex nonlinear structural analysis. Finally, we discuss setting of optimization problems, and demonstrate the accuracy and performance of the proposed method with a series of numerical examples.
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Acknowledgements
This work was supported by MEXT KAKENHI Grant Nos. 19H00781, 17KT0038, 16KK0141, and Honda R&D. This support is gratefully acknowledged. Finally, the authors would like to devote this paper to Dr. Raphael Haftka. Rafi was exemplary as an educator throughout his legendary research career. The second author of this paper remembers well that he started learning about “Structural Optimization” from Rafi’s wonderful book “Elements of Structural Optimization.” This book is just one of Rafi’s great contributions to our community, but it has been conspicuous among the educational books and still continues to educate many students all over the world. The authors represent our heartfelt respects and gratitude to Dr. Raphael Haftka.
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Appendix 1: Formulae for each derivative term
Appendix 1: Formulae for each derivative term
This section gives more details about how to derive the sensitivity of the constraint shown in Eqs. (34) to (38).
1.1 Sensitivity of \(V^{\text{min}^{\prime }}\)
First, it is expressed as follows:
Each derivative term is expressed by the following formulae:
1.2 Sensitivity of \(V_l\)
First, it is expressed as follows:
Next, term \(\partial \bar{R}_l/\partial \varvec{\sigma }_{r}\) can be calculated according to the chain rule of differentiation as follows:
Each derivative term is expressed by the following formulae:
1.3 Sensitivity of \(\theta _{r}\)
The formulae are expressed as follows:
where \(\varvec{I}\) represents an identity matrix. It should also be noted that, with respect to Eq. (55), \(\left( \varvec{\sigma }_{r} - \lambda _{r} \varvec{I} \right) \) has no invert matrix and therefore \(\partial {\varvec{N}_{r}}/\partial {\varvec{\sigma}_{r}}\) gives indefinite solutions.
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Kamada, H., Kato, J., Uozumi, H. et al. A new constraint on principal stress direction variance to improve load bearing capacity. Struct Multidisc Optim 64, 3209–3225 (2021). https://doi.org/10.1007/s00158-021-03079-8
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DOI: https://doi.org/10.1007/s00158-021-03079-8