Vibration-based damage detection of structures employing Bayesian data fusion coupled with TLBO optimization algorithm

被引:24
作者
Barman, Swarup K. [1 ]
Mishra, Mayank [2 ]
Maiti, Dipak K. [1 ]
Maity, Damodar [3 ]
机构
[1] Indian Inst Technol, Dept Aerosp Engn, Kharagpur 721302, W Bengal, India
[2] Indian Inst Technol, Sch Infrastruct, Bhubaneswar 752050, India
[3] Indian Inst Technol, Dept Civil Engn, Kharagpur 721302, W Bengal, India
关键词
Structural health monitoring; Damage detection; Vibration parameter; Bayesian fusion; Teaching learning-based algorithm; Metaheuristics; MODAL STRAIN-ENERGY; FREQUENCY-RESPONSE-FUNCTION; PROBABILISTIC APPROACH; TRUSS STRUCTURES; DIFFERENTIAL EVOLUTION; 2-STAGE METHOD; IDENTIFICATION; REGULARIZATION; DELAMINATION; INDEX;
D O I
10.1007/s00158-021-02980-6
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The present paper deals with structural health monitoring of trusses, space frame and plate structure utilizing the Bayesian data fusion approach. The application of the proposed approach has been demonstrated on a 25-member plane truss, a 42-member space frame, a cantilever plate and a 120-member space truss. Different damage indexes of interest have been calculated for the damaged structure utilizing the natural frequency and modeshapes as damage indicators. Damage indexes used are modal strain energy (DIMSE), frequency response function strain energy dissipation ratio (FRFSEDR), flexibility strain energy damage ratio (FSEDR) and residual force-based damage index (RFBDI). Next, the Bayesian data fusion approach has been applied to these four damage indexes to find out the accurate damage location. The proposed approach reduces the number of suspected damaged elements in the structure significantly, thus reducing the computational time of optimization algorithm. Proposed algorithm has also shown encouraging performance in noisy environments. Overall present approach is found to be robust and computationally efficient, and thus can be applied for damage detection involving field evaluation of various structures.
引用
收藏
页码:2243 / 2266
页数:24
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