Perimeter control in the bidirectional evolutionary optimization method
By X. Y. Yang, Yi Min Xie, J. Liu, G. Parks, P. Clarkson. 2002
46 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/9f8dd3e5a42c735b6fa17d3bbe2ed0649989e9f9
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
- Qiuling Xia
- Liang Xia
- Xiaodong Huang
- Yi Min Xie
- Ramana V. Grandhi
- Joshua D. Deaton
- Kazem Ghabraie
- G. Rozvany
In Computational Theory and Mathematics
- Qiuling Xia
- Xiaodong Huang
- Liang Xia
- Yi Min Xie
- Kazem Ghabraie
- Ramana V. Grandhi
- Joshua D. Deaton
- Renato Picelli
In Mechanics of Materials
- Qiuling Xia
- Liang Xia
- Xiaodong Huang
- Yi Min Xie
- Ramana V. Grandhi
- Joshua D. Deaton
- Kazem Ghabraie
- G. Rozvany
Citations in the corpus
- Bi-directional Evolutionary Structural Optimization on Advanced Structures and Materials: A Comprehensive Review (2016, methodology): “The BESO method with perimeter control [176] has been shown to be capable of obtaining meshindependent solutions due to the introduction of one extra constraint on the perimeter length.”
- A survey of structural and multidisciplinary continuum topology optimization: post 2000 (2014, unknown): “Yang et al. (2003) developed BESO including the perimeter constraint and Kim et al. (2000b, 2002a) introduced cavity control techniques, both of which afford geometric control of structural complexity.”
- Convergent and mesh-independent solutions for the bi-directional evolutionary structural optimization method (2007, methodology): “The BESO method with perimeter control [15] is shown to be capable of obtaining mesh-independent solutions because of one extra constraint (the perimeter length) on the topology optimization problem.”
- Bi-directional evolutionary topology optimization of continuum structures with one or multiple materials (2009, methodology): “Therefore these “void” elements can be totally removed from the design domain except that the removal causesthesingularityofglobalstiffnessmatrixoranychange of boundary conditions [22, 23 ].”