Abstract

Reliability-based design optimization (RBDO) addresses the cost-effective integrity design of structures in the presence of inherent uncertain parameters. Processing this class of problem is challenging from the computational burden to determine the failure probability of structures violating the limit-state function. This paper proposes an efficient decoupling RBDO method that advantageously couples a comprehensive learning particle swarm optimization (CLPSO) algorithm with a subset simulation (SS), termed as SS-CLPSO approach. In essence, the proposed method iteratively performs the CLPSO assuming deterministic parameters based on the most probable point underpinning limit-state functions updated within the reliability evaluation process. Based on the CLPSO design data, the SS approximates the spectrum of limit-state functions under uncertain parameters, and hence enables the significant reduction of Monte-Carlo simulations for the failure probability prediction. The SS map outs the failure probability from the conditional samples constructed at each intermediate event. The proposed SS-CLPSO terminates the optimal solution to the RBDO problem as when the resulting failure probability converges to the permissible threshold. The applications of the present approach are illustrated through the steel truss design under probabilistic uncertain parameters and constraints.

Highlights

  • Deterministic optimization has been extensively applied in engineering structures to improve the design performance with minimum resources

  • The design solution computed by the deterministic optimization becomes unreliable in some cases, especially when the influences of uncertainties inheriting structural dimensions, material properties, loading and operating conditions are significant and cannot be eliminated

  • The coupling comprehensive learning particle swarm optimization (CLPSO) and subset simulation (SS) procedures were iterated until the estimated probability of failure was converged and well complied with the limit of Pa = 6.21×10−3

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Summary

Introduction

Deterministic optimization has been extensively applied in engineering structures to improve the design performance with minimum resources. By addressing the performance and reliability of the structure together, the structural reliability-based design optimization (RBDO) has been considered as the alternative approach in recent years. The RBDO problem minimizes the cost function, denoted as C, and satisfies the certain deterministic and probabilistic constraints, as state by the following generic mathematical formulations [1]: min C(s) s.t. P G(s, x) z 0 Pa 0. Published under licence by IOP Publishing Ltd where s and x are the vectors of deterministic design variables and random parameters, respectively.

CLPSO Algorithm
Subset Simulation
Failure Probability Estimation Using MCS
Conclusion
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