Level set based topological shape optimization of geometrically nonlinear structures using unstructured mesh
By Seung-Hyun Ha, Seonho Cho. 2008
88 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Computational Mechanics, Computer Graphics and Computer-Aided Design
View Paper: https://www.semanticscholar.org/paper/a95fd33d98b88fe59b6cb3081f7b0b8355ced68b
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
- Ole Sigmund
- Ramana V. Grandhi
- Joshua D. Deaton
- Niels Aage
- Kai A. James
- Joaquim R. Martins
- Matthijs Langelaar
- Anders Clausen
In Computational Mechanics
- Ole Sigmund
- Joaquim R. Martins
- Daniel A. Tortorelli
- Niels Aage
- Edmund Lee
- Ramana V. Grandhi
- Kai A. James
- Joshua D. Deaton
In Computer Graphics and Computer-Aided Design
- Joaquim R. Martins
- Daniel A. Tortorelli
- Niels Aage
- Edmund Lee
- Ramana V. Grandhi
- Ole Sigmund
- Kai A. James
- Joshua D. Deaton
Citations in the corpus
- Combined shape and topology optimization for minimization of maximal von Mises stress (2017, background): “Furthermore, a maximum von Mises stress constraint has been enforced in topology optimization problems (e.g. Duysinx and Sigmund 1998; Svanberg and Werme 2007; Bruggi and Venini 2008; Le et al. 2010; Cheng and Jiang 1992; Allaire and Jouve 2008; Allaire et al. 2011, 2014; Ha and Cho 2008; Yamasaki e”
- Shape optimization with a level set based mesh evolution method (2014, unknown): “5), taken over in [46], in which the evolution of shapes is dealt with by using the level set method on a finite difference grid of the working domain D, and an original meshing algorithm for implicit geometries is used to get an exact representation of shapes.”
- Stress-based topology optimization using an isoparametric level set method (2012, methodology): “Several authors have presented techniques for solving the Hamilton–Jacobi equation in problems where the finite element mesh is unstructured or simply nonuniform [12,13,6].”
- A survey of structural and multidisciplinary continuum topology optimization: post 2000 (2014, methodology): “More recently, Ha and Cho (2008) used an unstructured mesh along with level set topology for compliance minimization with geometric nonlinearity and hyperelastic material.”