Evolutionary Topology Optimization of Continuum Structures: Methods and Applications
By Xiaodong Huang, Yi Min Xie. 2010
694 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/4625c55190db85daf1b39538d6609377cb8b099a
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
- Ramana V. Grandhi
- Joshua D. Deaton
- Xiaodong Huang
- Yi Min Xie
- Bingjie Ni
- Zhen Luo
- Liang Xia
- Shiwei Zhou
In Mechanics of Materials
- Ramana V. Grandhi
- Joshua D. Deaton
- Xiaodong Huang
- Yi Min Xie
- Shiwei Zhou
- Zhen Luo
- Ian Ashcroft
- A. Radman
Citations in the corpus
- A survey of structural and multidisciplinary continuum topology optimization: post 2000 (2014, methodology): “A recent text by Huang and Xie (2010b) provides an excellent overview of new developments in topology optimization using the ESO methods.”
- Topology Optimization for Additive Manufacturing (2011, background): “It is usual for each finite element within the design domain to be defined as a design variable, allowing a variation in density (homogenization, SIMP) [1-4] or void-solid (bidirectional evolutionary structural optimization (BESO)) [5-9].”
- Design of lattice structures with controlled anisotropy (2016, methodology): “Some researchers have tried to use topological optimization method such as bi-directional evolutionary structural optimization (BESO) developed by Xie and colleagues (Xie and Steven, 1997; Huang and Xie, 2010) to obtain structures with isotropic stiffness matrix (Yang et al., 2013).”
- Concurrent topology optimization of structures and their composite microstructures (2014, methodology): “Unlike the continuous density-based topology methods, the ESO/BESO methods represent the structural topology and shape with discrete design variables (solid or void) so that the resulting design gives a clear structural boundary [6,9].”
- Non-probabilistic reliability-based topology optimization with multidimensional parallelepiped convex model (2017, methodology): “2004), and have been applied to a wide arrange of structural design problems (Huang and Xie 2010; Zhu et al. 2016).”