期刊文献+

基于改进萤火虫算法的结构损伤识别 被引量:1

Damage identification based on improved GSO algorithm
下载PDF
导出
摘要 提出一种基于改进萤火虫算法的结构损伤识别方法。将结构损伤模拟成杨氏模量的减少。对于没有邻居的萤火虫,让它们在自身位置附近随机搜索,同时引入新的移动方式来提高算法的精度和收敛速度,避免算法过早的陷入局部最优,克服萤火虫算法在高维目标函数中寻优能力不足的问题。采取功能梯度梁(Axial functionally graded,AFG)作为研究对象,利用欧拉-伯努利梁单元建立力学模型。采用了简支梁作为算例,将结果和基本萤火虫算法、领导者萤火虫和自适应步长萤火虫算法作对比,说明改进的有效性。 An approach based on improved glowworm swarm optimization( GSO) for structure damage detection is presented. The local damage is simulated by a reduction in the elemental Young's modulus of the beam. In order to enhance accuracy and convergence rate,the perturbation of the glowworm without neighbor is offered and a new search strategy is introduced in the movement phase of GSO to avoid local optima and enhance the GSO algorithm in high dimensions space target function optimization question solution ability. On the other hand,Axial functionally graded( AFG) beam with the assumptions of Euler-Bernoulli beam theory is adopted to establish the dynamic equation. The numerical experiments with a simply supported beam is carried to illustrate the efficiency of the proposed improvement GSO. The result reveals that the proposed method is more accurate compared to the original GSO,leader GSO( LGSO),and the variation step adaptive GSO.
作者 胡磊 吕中荣 刘济科 HU Lei LU Zhongrong LIU Jike(School of Engineering, Sun Yat-sen University, Guangzhou 510006, China)
机构地区 中山大学工学院
出处 《中山大学学报(自然科学版)》 CAS CSCD 北大核心 2017年第2期62-65,共4页 Acta Scientiarum Naturalium Universitatis Sunyatseni
基金 国家自然科学基金(11572356) 广东省自然科学基金(2015A030313126) 广东省科技计划项目(2016A020223006)
关键词 损伤识别 萤火虫算法 功能梯度梁 高维目标函数 damage identification glowworm swarm optimization axial functionally graded(AFG) beam high dimensional objective function
  • 相关文献

参考文献4

二级参考文献41

  • 1刘济科,杨秋伟.基于残余力向量的结构损伤识别两步法[J].中山大学学报(自然科学版),2004,43(4):1-4. 被引量:17
  • 2刘济科,杨秋伟,邹铁方.结构损伤识别中的模型缩聚问题[J].中山大学学报(自然科学版),2006,45(1):1-4. 被引量:10
  • 3杨秋伟,刘济科.损伤识别一种改进的残余力向量法[J].固体力学学报,2006,27(1):83-85. 被引量:13
  • 4杨秋伟,刘济科.一种改进的模型缩聚方法[J].力学与实践,2006,28(2):71-72. 被引量:18
  • 5YANG Q W, LIU J K. Damage identification by the eigenparameter decomposition of structural flexibility change[ J]. International Journal for Numerical Methods in Engineering. 2009, 78 (4) : 444 -459.
  • 6YANG Q W, LIU J K. Structural damage identification based on residual force vector [ J ]. Journal of Sound and Vibration, 2007, 305: 298- 307.
  • 7SHI Z Y, LAW S S, ZHANG L M. Structural damage detection from modal strain energy change[J]. Journal of Engineering Mechanics, ASCE, 2000, 126 (12) : 1216 - 1223.
  • 8ZIMMERMAN D C, KAOUK M. Structural damage detection using a minimum rank update theory [ J ]. Journal of Vibration and Acoustics, 1994, 116 (2) : 222 -231.
  • 9JAMES G, ZIMMERMAN D, CAO T. Development of a coupled approach for structural damage detection with incomplete measurements[J]. AIAA Journal, 1998, 36 (12) : 2209 -2217.
  • 10MESSINA A, WILLIAMS E J, CONTURSI T. Structural damage detection by a sensitivity and statistical-based method[ J]. Journal of Sound and Vibration, 1998, 216 (5) : 791 -808.

共引文献41

同被引文献6

引证文献1

二级引证文献2

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部