The evolutionary structural optimization method: theoretical aspects
By P. Tanskanen. 2002
213 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/7827bf11cb46d35b3c3e7ec99dc24a97c5ed1db5
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
- Liang Xia
- Michael Y. Wang
- Yingjun Wang
- Xiaodong Huang
- Yi Min Xie
- Qiuling Xia
In Computational Theory and Mathematics
- Ramana V. Grandhi
- Joshua D. Deaton
- Liang Xia
- Michael Y. Wang
- Xiaodong Huang
- Yi Min Xie
- Qiuling Xia
- Yingjun Wang
In Mechanics of Materials
- Ramana V. Grandhi
- Joshua D. Deaton
- Yingjun Wang
- Liang Xia
- Michael Y. Wang
- Qiuling Xia
- Shengyin Wang
- Xiaodong Huang
Citations in the corpus
- Convergent and mesh-independent solutions for the bi-directional evolutionary structural optimization method (2007, methodology): “Theoretically, it is noted that the sequential linear programming (SLP)-based approximate optimization method followed by the Simplex algorithm is equivalent to ESO/BESO [13].”
- A critical review of established methods of structural topology optimization (2009, methodology): “For some unknown reason, Tanskanen (2002) deviates from this established practice and makes compliance equal to the total strain energy, which is half the magnitude of the usual compliance value.”
- Structural Shape and Topology Optimization Using an Implicit Free Boundary Parametrization Method (2006, methodology): “For most applications, it is important to use a high order discretization method in the reinitialization algorithms [Tsai and Osher (2003)] since the location of the original interface may be perturbed apparently by the numerical diffusion. Furthermore, global reinitialization in the computational d”
- Bi-directional Evolutionary Structural Optimization on Advanced Structures and Materials: A Comprehensive Review (2016, methodology): “It has been reported that the ESO method is equivalent to a sequential linear programming approximate method when the strain energy is adopted as the update criterion [135].”
- An enhanced genetic algorithm for structural topology optimization (2006, methodology): “However, it is only an intuitive method without a proof of optimality and it may also easily lead to a non-optimal design [3, 16, 17] and more recently it has been recommended that ESO should be applied to structural problems having pin-jointed connections since ESO appears to produce truss-like top”
- Evolutionary topology optimization of continuum structures with an additional displacement constraint (2009, background): “reviewed by Rozvany (Rozvany 2008; Tanskanen 2002; Edwards et al. 2007).”
- A new look at ESO and BESO optimization methods (2007, methodology): “Theoretically, it is noted that the sequential linear programming (SLP)-based approximate optimization method followed by the Simplex algorithm is equivalent to ESO/BESO (Tanskanen 2002).”
- Optimal design of periodic structures using evolutionary topology optimization (2008, methodology): “Theoretically, it is noted that the sequential linear programmingbased approximate optimization method followed by the Simplex algorithm is equivalent to ESO/BESO (Tanskanen 2002). However, had the optimization problem been solved with a periodic constraint, the structure would still evolve to an op”
- Geometrically constrained isogeometric parameterized level-set based topology optimization via trimmed elements (2016, methodology): “Many methods have been proposed in recent years to solve TO problems, such as homogenization methods [13,14], solid isotropic material with penalization (SIMP) methods [15,16], evolutionary structural optimization (ESO) methods [17,18] and level set methods (LSMs) [6,19,20].”
- A survey of structural and multidisciplinary continuum topology optimization: post 2000 (2014, background): “Therefore to solve multicriteria design problems using ESO/BESO, all responses of interest must be combined into a single function, in effect forming a multiobjective problem.”
- Bi-directional evolutionary topology optimization of continuum structures with one or multiple materials (2009, methodology): “It is noted that the sequential linear programming (SLP)-based approximate optimization method followed by the Simplex algorithm is equivalent to ESO/BESO if the strain energy criterion is utilized [ 15 ].”