Evolutionary topology optimization of continuum structures with an additional displacement constraint

By Xiaodong Huang, Yi Min Xie. 2009

146 citations recorded by the source corpus.

Evolutionary structural optimization (ESO) and its later version Bi-directional ESO (BESO) have been successfully applied to optimum material distribution problems for continuum structures. However, the existing ESO/BESO methods are limited to the topology optimization of an objective function such as mean compliance with a single constraint e.g. structural volume. The present work extends the BESO method to the stiffness optimization with a material volume constraint and a local displacement constraint. As a result, one will obtain a structure with the highest stiffness for a given volume while the displacement of a certain node does not exceed a prescribed limit. Several examples are presented to demonstrate the effectiveness of the proposed method.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/981537f279ad2b01b2135a8e26ef9cbbd7a13536

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The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

  1. Liang Xia
  2. Qiuling Xia
  3. Ramana V. Grandhi
  4. Joshua D. Deaton
  5. Xiaodong Huang
  6. Yi Min Xie
  7. Ali Kaveh
  8. Alexander Düster

In Mechanics of Materials

  1. Qiuling Xia
  2. Ramana V. Grandhi
  3. Joshua D. Deaton
  4. Alexander Düster
  5. Liang Xia
  6. Ernst Rank
  7. Xiaodong Huang
  8. Yi Min Xie

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