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- URN zum Zitieren dieses Dokuments:
- urn:nbn:de:bvb:355-epub-146567
- DOI zum Zitieren dieses Dokuments:
- 10.5283/epub.14656
Zusammenfassung
The mean compliance minimization in structural topology optimization is solved with the help of a phase field approach. Two steepest descent approaches based on L2- and H-1 gradient flow dynamics are discussed.
The resulting flows are given by Allen-Cahn and Cahn-Hilliard type dynamics coupled to a linear elasticity system. We finally compare numerical results obtained from the two different approaches.
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