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Journal ArticleDOI

Convergent and mesh-independent solutions for the bi-directional evolutionary structural optimization method

Xiaodong Huang, +1 more
- 01 Oct 2007 - 
- Vol. 43, Iss: 14, pp 1039-1049
TLDR
In this paper, a mesh-independency filter using nodal variables is introduced to determine the addition of elements and eliminate unnecessary structural details below a certain length scale in the design.
About
This article is published in Finite Elements in Analysis and Design.The article was published on 2007-10-01. It has received 572 citations till now. The article focuses on the topics: Topology optimization & Evolutionary algorithm.

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Citations
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Journal ArticleDOI

Controlling the maximum stress in structural stiffness topology optimization of geometrical and material nonlinear structures

TL;DR: In this article, a novel topology optimization method based on an extended Bi-directional Evolutionary Structural Optimization (BESO) method was proposed to maximize the stiffness of SGMN structures subject to both volume fraction and maximum von Mises stress constraints.
Journal ArticleDOI

Topology optimization of structures subject to non-Newtonian fluid–structure interaction loads using integer linear programming

TL;DR: In this paper , a topology optimization design method for fluid-structure interaction (FSI) problems considering non-Newtonian fluid such as blood and polymer solution is proposed.
Proceedings ArticleDOI

Topology optimisation: increasing the speed and reliability of design

TL;DR: In this paper, a comparison between the performance of a design created through evolutionary structural optimisation (ESO) and a baseline design modelled on a manually designed and successfully flow fuselage geometry, for different wing shapes, is drawn.
Journal ArticleDOI

Computer program for directed structure topology optimization

TL;DR: To compensate for the imperfection of traditional bi-directional evolutionary structural optimization, material interpolation scheme and sensitivity filter functions are introduced and the concept of distinguishing between active and non-active elements design is proposed.
Journal ArticleDOI

A reaction diffusion-based B-spline level set (RDBLS) method for structural topology optimization

TL;DR: In this article , the zero-level contour of a parameterized level set function, a linear combination of cubic B-spline basis functions, is used to express the structural profile in structural topology optimization.
References
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Journal ArticleDOI

Generating optimal topologies in structural design using a homogenization method

TL;DR: In this article, the authors present a methodology for optimal shape design based on homogenization, which is related to modern production techniques and consists of computing the optimal distribution in space of an anisotropic material that is constructed by introducing an infimum of periodically distributed small holes in a given homogeneous, i.i.
Book

Topology Optimization: Theory, Methods, and Applications

TL;DR: In this article, the authors proposed a topology optimization by distribution of isotropic material for truss structures with anisotropic materials, based on the topology design of truss structure.
Journal ArticleDOI

Optimal shape design as a material distribution problem

TL;DR: In this article, various ways of removing this discrete nature of the problem by the introduction of a density function that is a continuous design variable are described. But none of these methods can be used for shape optimization in a general setting.
Journal ArticleDOI

A simple evolutionary procedure for structural optimization

TL;DR: In this paper, a simple evolutionary procedure is proposed for shape and layout optimization of structures, where low stressed material is progressively eliminated from the structure during the evolution process, and various examples are presented to illustrate the optimum structural shapes and layouts achieved by this procedure.
Journal ArticleDOI

A 99 line topology optimization code written in Matlab

TL;DR: It is shown that only 49 Matlab input lines are required for solving a well-posed topology optimization problem and by adding three additional lines, the program can solve problems with multiple load cases.
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