2003
DOI: 10.1006/mssp.2002.1521
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On the Use of Attractor Dimension as a Feature in Structural Health Monitoring

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Cited by 52 publications
(26 citation statements)
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“…Typically, a region exists between depopulation and saturation, denoted by (r l , r h ) where the slope remains relatively constant, and it is the region that is of interest. Once the region is chosen by the local slope plot, a line can be fit to the data using least squares and the slope is D [10]. The equivalent approximate expression (8) is…”
Section: Incipient Fault Identification Based On Correlation Dimensionmentioning
confidence: 99%
“…Typically, a region exists between depopulation and saturation, denoted by (r l , r h ) where the slope remains relatively constant, and it is the region that is of interest. Once the region is chosen by the local slope plot, a line can be fit to the data using least squares and the slope is D [10]. The equivalent approximate expression (8) is…”
Section: Incipient Fault Identification Based On Correlation Dimensionmentioning
confidence: 99%
“…For example, damage detection in nonlinear systems using system augmentation (D'Souza and , identification of damage in an aeroelastic system based on attractor changes (Epureanu and Yin, 2004), enhancing nonlinear dynamics for accurate identification of stiffness loss in a thermo-shielding panel , using attractor dimension as a feature in structural health monitoring (Craig et al, 2000;Nichols et al, 2003b), structural health monitoring through chaotic interrogation (Nichols et al, 2003a) are some of the methods that use vibrational data of a nonlinear system for damage detection. Yin and Epureanu (2005) proposed a bifurcation boundary analysis method as a new nonlinear damage detection tool and used it to track bifurcation boundary changes due to damages over a small region of an aeroelastic panel model.…”
Section: Introductionmentioning
confidence: 99%
“…The fractal dimension of the attractor of time-series is the basis for defining DIs in [8][9][10][11]. Fractal analysis of residual crack patterns in reinforced concrete structures [12], state-space reconstruction using the delaycoordinate method [13,14], considering systems under chaotic excitations [15], sensitivity vector 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 [16,17], Poincare' map based methods [18][19][20][21][22], and nonlinear frequency response function [23][24][25][26] are examples of techniques that use nonlinearities in monitoring structures.…”
Section: Introductionmentioning
confidence: 99%