Transient stress-constrained topology optimization of impacted structures

We investigate topology optimization of the elastodynamic structures under impact loading with transient stress constraints. In contrast to existing methods that apply a time-dependent prescribed traction force, we model the impact problem by directly imposing a prescribed loading rate on the bounda...

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Bibliographic Details
Published inStructural and multidisciplinary optimization Vol. 66; no. 4; p. 94
Main Authors Wang, Chao, Zhou, E. L., Wu, Yi, Li, Eric, Huang, Y. Y.
Format Journal Article
LanguageEnglish
Published Berlin/Heidelberg Springer Berlin Heidelberg 01.04.2023
Springer Nature B.V
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ISSN1615-147X
1615-1488
DOI10.1007/s00158-023-03558-0

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Summary:We investigate topology optimization of the elastodynamic structures under impact loading with transient stress constraints. In contrast to existing methods that apply a time-dependent prescribed traction force, we model the impact problem by directly imposing a prescribed loading rate on the boundary over time. It allows us to carry out topology optimization for impacted structures with strongly acyclic and transient characteristics. We minimize the volume fraction of the structure while constraining the maximum transient von Mises stress. An additional static compliance constraint is introduced to guarantee the validity of the transient analysis-based design. The sensitivity of maximum transient von Mises stress is then derived and validated, in which the discretize-then-differentiate method is employed for the dynamic problem. A series of benchmark problems are investigated, by which the effectiveness of the proposed method is illustrated. The evolution of the maximum stress shows the significance of highlighting transient behavior in the topology optimization of impacted structures.
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ISSN:1615-147X
1615-1488
DOI:10.1007/s00158-023-03558-0