Quantitative structural damage detection using high-frequency piezoelectric signatures via the reverberation matrix method

International Journal for Numerical Methods in Engineering

Volumn 71, Issue 5, 2007, Pages 505-528

  Yan, W ^a   Chen, W Q ^a,b   Cai, J B ^a   Lim, C W ^c  

^a ZHEJIANG UNIVERSITY   (China)

^b ZHEJIANG UNIVERSITY   (China)

^c CITY UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Electromechanical impedance; Euler Bernoulli beam theory; Piecewisely homogenous beam model; Reverberation matrix method; Shear lag model

Indexed keywords

DAMAGE DETECTION; DYNAMIC ANALYSIS; FINITE ELEMENT METHOD; PIEZOELECTRIC MATERIALS; REVERBERATION; STEEL BEAMS AND GIRDERS; TRANSFER MATRIX METHOD;

ELECTROMECHANICAL IMPEDANCE; EULER-BERNOULLI BEAM THEORY; PIECEWISELY HOMOGENOUS BEAM MODEL; REVERBERATION MATRIX METHOD; SHEAR LAG MODEL;

STRUCTURAL ANALYSIS;

DAMAGE DETECTION; DYNAMIC ANALYSIS; FINITE ELEMENT METHOD; PIEZOELECTRIC MATERIALS; REVERBERATION; STEEL BEAMS AND GIRDERS; STRUCTURAL ANALYSIS; TRANSFER MATRIX METHOD;

EID: 34547604528     PISSN: 00295981     EISSN: 10970207     Source Type: Journal    
DOI: 10.1002/nme.1951     Document Type: Article

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