Stress‐constrained topology optimization of structures subjected to nonproportional loading

This work considers the topology optimization of hyperelastic structures for maximum stiffness (minimum compliance) subject to constraints on their volume and maximum stress. In contrast to almost all previous works, we subject the structures to nonproportional loading, wherein the maximum stress do...

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Bibliographic Details
Published inInternational journal for numerical methods in engineering Vol. 124; no. 12; pp. 2818 - 2836
Main Authors Granlund, Gunnar, Wallin, Mathias, Tortorelli, Daniel, Watts, Seth
Format Journal Article
LanguageEnglish
Published Hoboken, USA John Wiley & Sons, Inc 30.06.2023
Wiley Subscription Services, Inc
Wiley Blackwell (John Wiley & Sons)
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Summary:This work considers the topology optimization of hyperelastic structures for maximum stiffness (minimum compliance) subject to constraints on their volume and maximum stress. In contrast to almost all previous works, we subject the structures to nonproportional loading, wherein the maximum stress does not necessarily occur at the final load step. As such, the stress is constrained at each load step. The augmented Lagrangian method is used to formulate the optimization problem with its many constraints. In numerical examples, we investigate different load trajectories for the same terminal load and compare the optimized designs and their performances. The results show the importance of considering the entire load trajectory as the load history significantly influences the optimized designs.
Bibliography:Funding information
Energimyndigheten, eSSENCE ‐ The Swedish eScience collaboration, Lawrence Livermore National Laboratory, Vetenskapsrådet
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Swedish Research Council (SRC)
eSSENCE: The e-Science Collaboration
AC52-07NA27344; 48344-1; 2020 6:1; 2021- 03851
LLNL-JRNL-839260
USDOE National Nuclear Security Administration (NNSA)
Swedish Energy Agency
ISSN:0029-5981
1097-0207
1097-0207
DOI:10.1002/nme.7230