A moving superimposed finite element method for structural topology optimization
By Shengyin Wang, Michael Y. Wang. 2006
92 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/8071e98ba809f68e177c9e0874f3c08175238cbd
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
- Kurt Maute
- Ramana V. Grandhi
- Joshua D. Deaton
- Zhan Kang
- Zhen Luo
- H. A. Kim
- Michael Y. Wang
In Mechanics of Materials
- Ole Sigmund
- Kurt Maute
- Zhan Kang
- Michael Y. Wang
- Zhen Luo
- Ramana V. Grandhi
- Joshua D. Deaton
- Yiqiang Wang
Citations in the corpus
- Topology optimization approaches (2013, methodology): “…element schemes, such as the extended finite element method (xFEM) (Van Miegroet and Duysinx 2007; Kreissl and Maute 2012; Wei et al. 2010), the super-imposed finite element method (Wang and Wang 2006a; Wang et al. 2007), and local remeshing schemes (Yamasaki et al. 2011), within level set methods.”
- A level set‐based parameterization method for structural shape and topology optimization (2008, methodology): “For the discrete level set methods, on the one hand, the mesh should be fine enough to remove the numerical truncation errors caused by the polynomial snaking phenomena [16] if low-order shape functions are used [22, 29, 36].”
- Radial basis functions and level set method for structural topology optimization (2006, background): “Further study on this relatively more complicated case has been included in another work of the authors [47] and is out of the interest of the present study.”
- Design of three dimensional isotropic microstructures for maximized stiffness and conductivity (2007, methodology): “This type of technique has been used with the level–set method for topology optimization previously (Wang and Wang, 2006).”
- Structural Shape and Topology Optimization Using an Implicit Free Boundary Parametrization Method (2006, methodology): “The positive features of RBFs such as the unique solvability of the interpolation problem and their excellent smoothness and convergence make them very attractive in the level set methods [Wang and Wang (2005d)].”
- A topology optimization method based on the level set method incorporating a fictitious interface energy (2010, methodology): “Recently, numerous extensions of the level set-based method have been presented, such as the use of different expressions [63], the use of a specific numerical method such as meshless methods [64], the use of mathematical approaches in the optimization scheme [65], and other applications [66–70].”
- Investigation and improvement of sensitivity computation using the area-fraction weighted fixed grid FEM and structural optimization (2011, methodology): “Methods that achieve this include filling the void part with a fictitious weak material [1,12], or smoothing the velocity field over the discontinuity at the boundary edge [6].”
- Stress-based topology optimization using an isoparametric level set method (2012, methodology): “The parameter t is a fictitious time parameter that represents the optimization iteration number, and the time step dt is chosen in such a way that the CFL condition is satisfied [15].”
- Level set topology optimization of fluids in Stokes flow (2009, methodology): “Research has also been focussed on parameterization schemes for the level set function [32–36], different velocity extensions [37, 38], alternative approaches for solving the evolution equation [39, 40], and ways to improve the accuracy of the level set representation and finite element solution nea”
- Introducing the sequential linear programming level-set method for topology optimization (2015, methodology): “This constraint can be added to the objective using a fixed Lagrange multiplier (Allaire et al. 2004; Wang and Wang 2006a).”