新澳门游戏网站入口 院报 ›› 2025, Vol. 42 ›› Issue (1): 201-207.DOI: 10.11988/ckyyb.20230923

• 水工结构与材料 • 上一篇    下一篇

基于活跃目标粒子群算法的露顶式平面钢闸门优化

韩一峰(), 胡坚柯, 王靖坤   

  1. 中国电建集团 华东勘测设计研究院有限公司,杭州 310000
  • 收稿日期:2023-08-26 修回日期:2023-11-30 出版日期:2025-01-01 发布日期:2025-01-01
  • 作者简介:

    韩一峰(1982-),男,浙江建德人,正高级工程师,从事水工金属结构设计与项目管理研究。E-mail:

Optimization of Emersed Plane Steel Gate Based on Active Target Particle Swarm Optimization Algorithm

HAN Yi-feng(), HU Jian-ke, WANG Jing-kun   

  1. Power China Huadong Engineering Corporation Limited, Hangzhou 310000, China
  • Received:2023-08-26 Revised:2023-11-30 Published:2025-01-01 Online:2025-01-01

摘要:

针对钢闸门优化问题难以获得全局最优解这一问题,提出了一种活跃目标粒子群(Active Target Particle Swarm Optimization,APSO)算法用于露顶式平面钢闸门的优化设计。该算法在传统粒子群(Particle Swarm Optimization,PSO)算法种群中设定一个活跃目标个体,并将该个体引入算法的迭代更新机制中,活跃目标个体的引入增强了算法跳出局部极值、进行全局寻优的能力;并且采用一个综合学习因子代替原始算法中的多个学习因子,进一步提高了算法的收敛速度与稳定性。在满足钢结构强度等约束条件下,以钢闸门总重力为目标函数,对主梁、边柱、面板和次梁等结构参数进行寻优。同时依据优化结果,采用ABAQUS建立有限元模型对钢闸门主梁进行强度复核,结果表明,采用活跃目标粒子群算法对露顶式平面钢闸门进行优化设计能够得到更优的各结构尺寸参数,优化后的钢闸门总重力与文献算例相比降低了15.38%,并且强度复核符合容许应力要求。

关键词: 露顶式平面钢闸门, 容许应力, 活跃目标粒子群算法, 强度复核, 优化设计

Abstract:

Addressing the challenge of obtaining global optimal solutions for steel gate optimization problems, this study introduces an active target particle swarm optimization (APSO) algorithm for the optimization design of emersed plane steel gates. APSO incorporates an active target individual into the conventional particle swarm optimization (PSO) population and integrates it into the algorithm’s iterative update mechanism. This enhancement bolsters the algorithm’s capability to escape local optima and enhances its global optimization performance. Furthermore, the APSO algorithm employs a comprehensive learning factor in place of multiple individual learning factors used in traditional PSO, thereby improving the convergence rate and stability. Under constraints imposed by steel structure strength requirements, the APSO algorithm optimizes key structural parameters, including those of the main beam, side columns, panel, and secondary beams, with the objective of minimizing the total weight of the gate. After optimization, finite element analysis (FEA) is conducted using ABAQUS to verify the strength integrity of the main beam based on the optimized design parameters. Findings indicate that the APSO algorithm effectively optimizes the design of emersed plane steel gates, yielding improved structural dimensions. Specifically, the optimized gate design achieves a 15.38% reduction in total weight compared to previous literature examples, while stringent strength checks confirm compliance with allowable stress limits.

Key words: emersed plane steel gate, allowable stress, active target particle swarm optimization algorithm, strength checking, optimization design

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