Topology optimization of shell structures using adaptive inner-front (AIF) level set method
By Kang-Soo Park, Sung-Kie Youn. 2008
53 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Computational Theory and Mathematics, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/0d03d6020a33f252579f0c77ea07f0153213657b
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
- Luca Dede'
- Yingjun Wang
- Thomas J. R. Hughes
- Michael J. Borden
- H. A. Kim
- Xiaoping Qian
- Ashok V. Kumar
- Anand Parthasarathy
In Computational Theory and Mathematics
- Luca Dede'
- Michael J. Borden
- H. A. Kim
- Peter D. Dunning
- Sung-Kie Youn
- Thomas J. R. Hughes
- Rouhollah Tavakoli
- Hector Gomez
In Mechanics of Materials
- Luca Dede'
- Michael J. Borden
- Thomas J. R. Hughes
- Sung-Kie Youn
- H. A. Kim
- Ashok V. Kumar
- Anand Parthasarathy
- Yingjun Wang
Citations in the corpus
- Shape optimization and its extension to topological design based on isogeometric analysis (2010, background): “, 2004; Allaire and Jouve, 2005; Amstutz and Andra, 2006) and the strain energy density (Park and Youn, 2008) have been presented.”
- Introducing the sequential linear programming level-set method for topology optimization (2015, methodology): “This allows for some degree of topology optimization, although special techniques are often required to create new holes during optimization (Allaire et al. 2005; Park and Youn 2008; Dunning and Kim 2013).”
- Topology optimization using B-spline finite elements (2011, background): “Techniques for introducing inner fronts have been proposed ( Park and Youn 2008 )t o overcome this problem.”
- Isogeometric Analysis for Topology Optimization with a Phase Field Model (2012, background): “However, topological changes are uni–directional, in the sense that holes can only be removed in the design domain and inner front creation requires additional numerical techniques [76, 112]; also, similar to other level set methods, repeated reinitializations of the level set function are required ”