Abstract

Optimization methodologies are being utilized in various structural designing practices to solve size, shape and topology optimization problems. A heuristic Particle swarm optimization (HPSO) algorithm was anticipated in this article in order to address the size optimization problem of truss with stress and displacement constraints. This article contributes in improvisation in the truss structure design rationality while reducing the engineering cost by proposing the HPSO approach. Primarily, the basic principle of the original PSO algorithm is presented, then the compression factor is established to improve the PSO algorithm, and a reasonable parameter setting value is presented. To validate the performance of the proposed optimization approach, various experimental illustrations were performed. The results show that the convergence history of experimental illustration 2 and experimental illustration 3 is optimal. The experimental illustration 2 converges after about 150 iterations, however, the experimental illustration 3 is close to the optimal solution after about 500 iterations. Therefore, the PSO algorithm can successfully optimize the size design of truss structures, and the algorithm is also time efficient. The improved PSO algorithm has good convergence and stability, and can effectively optimize the size design of truss structures.

Highlights

  • The optimization of engineering structures provides a suitable frame structure for dealing with a variety of technical issues by combining the mechanical constraints along with optimization

  • The structure optimization plays a major role in improving the structure quality as well as design rationality along with the reduction in engineering cost [5,6,7,8]

  • This article contributes in improvisation in the truss structure design rationality while reducing the engineering cost by proposing a Heuristic Particle Swarm Optimization (HPSO) approach

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Summary

Introduction

The optimization of engineering structures provides a suitable frame structure for dealing with a variety of technical issues by combining the mechanical constraints along with optimization. Various engineering needs and parameters are involved in the computation of optimized structure for the establishment of a reasonable design scheme as per the engineering requirements [1]. The realization of modern optimization structures has become possible due to the advent in computer technology. There are several traditional structure optimization methods which have certain limitations like non-correspondence to the theoretical basis not achieving the best possible solutions. Some of the methods incorporated the mathematical theory of learning, but are still unable to unveil the actual engineering structure problems. The structure optimization plays a major role in improving the structure quality as well as design rationality along with the reduction in engineering cost [5,6,7,8]. There are several applications of optimization algorithms in truss structures like application of artificial fish swarm algorithm, bee colony algorithm, firefly algorithm, etc. [9,10,11]

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