A multilevel, level-set method for optimizing eigenvalues in shape design problems
By Eldad Haber. 2004
82 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Computer Graphics and Computer-Aided Design, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/c2795d5b9694fd8fe9713314a71631a151413d7e
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- Zhen Luo
- Michael Y. Wang
- Ramana V. Grandhi
- Joshua D. Deaton
- Ole Sigmund
- Peng Wei
- Shengyin Wang
- Kurt Maute
In Computer Graphics and Computer-Aided Design
- Shengyin Wang
- Zhen Luo
- Michael Y. Wang
- Peng Wei
- Martin Burger
- Stanley J. Osher
- Ramana V. Grandhi
- Joshua D. Deaton
In Mechanics of Materials
- Zhen Luo
- Michael Y. Wang
- Ramana V. Grandhi
- Joshua D. Deaton
- Peng Wei
- Shengyin Wang
- Ole Sigmund
- Zhan Kang
Citations in the corpus
- A survey of structural and multidisciplinary continuum topology optimization: post 2000 (2014, methodology): “Finally, Haber (2004) used a sequential quadratic programming (SQP) method in conjunction with multilevel continuation schemes to advance the implicit shape boundary rather than solving the Hamilton-Jacobi PDE.”
- A level set‐based parameterization method for structural shape and topology optimization (2008, methodology): “Due to these reasons, in continuum shape and topology optimization, it has been substantiated that the convergence of conventional level set methods to reach the optimal design is slow and the design is easy to run into a local minimum [27, 32].”
- Level set methods for inverse scattering (2006, background): “Another example is the optimization of a band-gap structure or of maximal eigenvalues [77, 91, 123].”
- A survey on level set methods for inverse problems and optimal design (2005, methodology): “Model problem 4 is a simplified version of this problem, it has been treated by a level set based projected gradient method in Osher & Santosa [108] (see Figure 1 for an illustration of results), and by a Gauss-Newton type approach using approximate eigenvalue calculations in Haber [64].”