A three-stage damage detection method for large-scale space structures using forward substructuring approach and enhanced bat optimization algorithm

被引:0
作者
Ramin Ghiasi
Hamed Fathnejat
Peyman Torkzadeh
机构
[1] Shahid Bahonar University of Kerman,Department of Civil Engineering, Faculty of Engineering
[2] Graduate University of Advanced Technology,Department of Civil Engineering
来源
Engineering with Computers | 2019年 / 35卷
关键词
Damage detection; Space structure; Substructuring method; Modal strain energy; Enhanced bat optimization algorithm;
D O I
暂无
中图分类号
学科分类号
摘要
In this study, an efficient three-stage method is proposed for damage detection of large-scale space structures by employing forward substructuring approach, modal strain energy and enhanced bat algorithm (EBA) optimization. EBA is a modified version of BA that is proposed in this paper and used a passive congregation operator to improve the performance of standard BA. In the first stage, the global structure is divided into manageable substructures. The stiffness matrices of independent substructures are obtained based on Kron’s substructuring method. Then a modal strain energy-based index is employed to precisely locate the eventual damages of the structure. In the third stage, damage severities are estimated via EBA using the second-stage results. To demonstrate the ability of the proposed method for detection of multiple structural damages, large-scale space structures with different types of damage scenarios are considered. The results show that the proposed method can detect the exact locations and severity of damages highly accurate in space structures.
引用
收藏
页码:857 / 874
页数:17
相关论文
共 148 条
  • [11] Qiao P(2015)A Bayesian damage identification technique using evolutionary algorithms—a comparative study Electron J Struct Eng 14 1-19
  • [12] Naseralavi SS(1998)Influence of in-service environment on modal parameters Proc Spie Int Soc Opt Eng 1 111-116
  • [13] Salajegheh J(2003)Damage assessment using vibration analysis on the Z24-bridge Mech Syst Signal Process 17 133-142
  • [14] Salajegheh E(2006)Ambient vibration monitoring of a highway bridge undergoing a destructive test J Bridg Eng 11 602-610
  • [15] Fadaee MJ(2006)Long term vibration monitoring of an RC slab: temperature and humidity effect Eng Struct 28 441-452
  • [16] Kim J-B(2013)A two-stage damage detection method for large-scale structures by kinetic and modal strain energies using heuristic particle swarm optimization Int J Optim Civ Eng 3 465-482
  • [17] Lee E-T(2000)Coupling of substructures for dynamic analyses: an overview AIAA Pap 1573 2000-782
  • [18] Rahmatalla S(2011)Substructure based approach to finite element model updating Comput Struct 89 772-3380
  • [19] Eun H-C(2011)An iterative substructuring approach to the calculation of eigensolution and eigensensitivity J Sound Vib 330 3368-55
  • [20] Yoon MK(2010)Calculation of eigenvalue and eigenvector derivatives with the improved Kron’s substructuring method Struct Eng Mech 36 37-316