DAMAGE DETECTION IN STRUCTURES BASED ON FEATURE-SENSITIVE NEURAL NETWORKS

被引:109
作者
SZEWCZYK, ZP [1 ]
HAJELA, P [1 ]
机构
[1] RENSSELAER POLYTECH INST,DEPT MECH ENGN AERONAUT ENGN & MECH,TROY,NY 12180
关键词
D O I
10.1061/(ASCE)0887-3801(1994)8:2(163)
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Detection of damage in structural systems is formulated as an inverse problem and solved by a new approach utilizing neural networks. Damage is modeled through reduction in the stiffness of structural elements, and manifests itself in the form of variations in observable static displacements under prescribed loads. A modified counterpropagation neural network is used to develop the inverse mapping between a vector of the stiffness of individual structural elements and the vector of the global static displacements under a testing load. It is shown that the network functions as an associative memory device capable of satisfactory diagnostics even in the presence of noisy or incomplete measurements. Numerical examples involving frame and truss structures show that the network approximations are fully acceptable from a practical standpoint.
引用
收藏
页码:163 / 178
页数:16
相关论文
共 9 条
[1]  
CHEM JC, 1987, 28TH P SDM C WASH
[2]   NEUROBIOLOGICAL COMPUTATIONAL MODELS IN STRUCTURAL-ANALYSIS AND DESIGN [J].
HAJELA, P ;
BERKE, L .
COMPUTERS & STRUCTURES, 1991, 41 (04) :657-667
[3]   RECENT DEVELOPMENTS IN DAMAGE DETECTION BASED ON SYSTEM-IDENTIFICATION METHODS [J].
HAJELA, P ;
SOEIRO, FJ .
STRUCTURAL OPTIMIZATION, 1990, 2 (01) :1-10
[4]   COUNTERPROPAGATION NETWORKS [J].
HECHTNIELSEN, R .
APPLIED OPTICS, 1987, 26 (23) :4979-4984
[5]  
SMITH SW, 1987, 6TH P VPI SU AIAA S
[6]   NEURAL NETWORK APPROXIMATIONS IN A SIMULATED ANNEALING BASED OPTIMAL STRUCTURAL DESIGN [J].
SZEWCZYK, Z ;
HAJELA, P .
STRUCTURAL OPTIMIZATION, 1993, 5 (03) :159-165
[7]  
SZEWCZYK Z, 1993, T CSME
[8]  
SZEWCZYK Z, 1993, THESIS RENSSELAER PO
[9]   USE OF NEURAL NETWORKS IN DETECTION OF STRUCTURAL DAMAGE [J].
WU, X ;
GHABOUSSI, J ;
GARRETT, JH .
COMPUTERS & STRUCTURES, 1992, 42 (04) :649-659