A review on dynamic substructuring methods for model updating and damage detection of large-scale structures

被引:72
作者
Weng, Shun [1 ]
Zhu, Hongping [1 ]
Xia, Yong [2 ]
Li, Jiajing [1 ]
Tian, Wei [2 ]
机构
[1] Huazhong Univ Sci & Technol, Sch Civil Engn & Mech, Wuhan, Hubei, Peoples R China
[2] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R China
基金
中国国家自然科学基金;
关键词
damage detection; large-scale structures; model updating; substructuring method; vibration method; FINITE-ELEMENT MODEL; FREQUENCY-DOMAIN; ORDER-REDUCTION; TRANSIENT ANALYSIS; TIME-DOMAIN; IDENTIFICATION; FLEXIBILITY; EIGENSOLUTIONS; SENSITIVITY; EIGENVALUE;
D O I
10.1177/1369433219872429
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Substructuring methods possess many merits in model updating and damage identification of large-scale structures. With substructuring methods, a global structure is divided into a number of independent substructures. Only the substructures are repeatedly analyzed and the re-analysis of the global structure is thereby avoided. This article reviews widely used dynamic substructuring methods for model updating and damage identification of large-scale structures. These methods can be categorized into forward and inverse substructuring approaches. The former is a conventional process that assembles the vibration properties of each substructure to obtain the vibration properties of the global structure. The latter, on the contrary, disassembles the vibration properties of the global structure into those of the substructures. In each category, both frequency and time domain methods have been developed and will be reviewed.
引用
收藏
页码:584 / 600
页数:17
相关论文
共 106 条
[1]   Extraction of substructural flexibility from global frequencies and mode shapes [J].
Alvin, KF ;
Park, KC .
AIAA JOURNAL, 1999, 37 (11) :1444-1451
[2]  
[Anonymous], AIAA ASME ASCE AHS A
[3]   EIGENSOLUTION FOR LARGE STRUCTURAL SYSTEMS WITH SUBSTRUCTURES [J].
ARORA, JS ;
NGUYEN, DT .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1980, 15 (03) :333-341
[4]   Krylov subspace techniques for reduced-order modeling of large-scale dynamical systems [J].
Bai, ZJ .
APPLIED NUMERICAL MATHEMATICS, 2002, 43 (1-2) :9-44
[5]   Sensitivity-based finite element model updating using constrained optimization with a trust region algorithm [J].
Bakir, Pelin Gundes ;
Reynders, Edwin ;
De Roeck, Guido .
JOURNAL OF SOUND AND VIBRATION, 2007, 305 (1-2) :211-225
[6]   An automated multilevel substructuring method for eigenspace computation in linear elastodynamics [J].
Bennighof, JK ;
Lehoucq, RB .
SIAM JOURNAL ON SCIENTIFIC COMPUTING, 2004, 25 (06) :2084-2106
[7]   Structural health monitoring of civil infrastructure [J].
Brownjohn, J. M. W. .
PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 2007, 365 (1851) :589-622
[8]   Civil structure condition assessment by FE model updating: methodology and case studies [J].
Brownjohn, JMW ;
Xia, PQ ;
Hao, H ;
Xia, Y .
FINITE ELEMENTS IN ANALYSIS AND DESIGN, 2001, 37 (10) :761-775
[9]   COUPLING OF SUBSTRUCTURES FOR DYNAMIC ANALYSES [J].
CRAIG, RR ;
BAMPTON, MCC .
AIAA JOURNAL, 1968, 6 (07) :1313-&
[10]   BLOCK-KRYLOV COMPONENT SYNTHESIS METHOD FOR STRUCTURAL MODEL-REDUCTION [J].
CRAIG, RR ;
HALE, AL .
JOURNAL OF GUIDANCE CONTROL AND DYNAMICS, 1988, 11 (06) :562-570