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Acta Mechanica Solida Sinica

, Volume 19, Issue 3, pp 231–240 | Cite as

Topology optimization of truss structure with fundamental frequency and frequency domain dynamic response constraints

  • Jin Pan
  • De-yu Wang
Article

Abstract

In this paper, adaptive genetic algorithm (AGA) is applied to topology optimization of truss structure with frequency domain excitations. The optimization constraints include fundamental frequency, displacement responses under force excitations and acceleration responses under foundation acceleration excitations. The roulette wheel selection operator, adaptive crossover and mutation operators are used as genetic operators. Some heuristic strategies are put forward to direct the deletion of the extra bars and nodes on truss structures. Three examples demonstrate that the proposed method can yield the optimum structure form and the lightest weight of the given ground structure while satisfying dynamic response constraints.

Key words

fundamental frequency dynamic response adaptive genetic algorithm topology optimization truss structure 

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Copyright information

© The Chinese Society of Theoretical and Applied Mechanics and Technology 2006

Authors and Affiliations

  • Jin Pan
    • 1
  • De-yu Wang
    • 1
  1. 1.State Key Lab of Ocean Engineering, School of Naval Architecture, Ocean and Civil EngineeringShanghai Jiao Tong UniversityShanghaiChina

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