Statistical evaluation of characteristic SDDLV-induced stress resultants to discriminate between undamaged and damaged elements

11th International Conference on Damage Assessment of Structures

物理学;材料科学

Hansen, L.M.^1 ; Johansen, R.J.^1 ; Ulriksen, M.D.^1 ; Tcherniak, D.^2 ; Damkilde, L.^1

Dept. of Civil Engineering, Aalborg University, Niels Bohrs Vej 8, Esbjerg, Denmark^1

Brüel and Kjær Sound and Vibration Measurement A/S, Skodsborgvej 307, Nærum, Denmark^2

关键词: Euclidian distance;    Mahalanobis distances;    Reference modeling;    Statistical evaluation;    Statistical pattern recognition;    Stochastic dynamics;    Transfer function matrix;    Wind turbine blades;   

Others  :  https://iopscience.iop.org/article/10.1088/1742-6596/628/1/012003/pdf
DOI  :  10.1088/1742-6596/628/1/012003

学科分类：材料科学（综合）

来源: IOP

【 摘 要 】

The stochastic dynamic damage location vector (SDDLV) method utilizes the vectors from the kernel of a damaged-induced transfer function matrix change to localize damages in a structure. The kernel vectors associated with the lowest singular values are converted into static pseudo-loads and applied alternately to an undamaged reference model with known stiffness matrix, hereby, theoretically, yielding characteristic stress resultants approaching zero in the damaged elements. At present, the discrimination between potentially damaged elements and undamaged ones is typically conducted on the basis of modified characteristic stress resultants, which are compared to a pre-defined tolerance value, without any thorough statistical evaluation. In the present paper, it is tested whether three widely-used statistical pattern-recognition-based damage-detection methods can provide an effective statistical evaluation of the characteristic stress resultants, hence facilitating general discrimination between damaged and undamaged elements. The three detection methods in question enable outlier analysis on the basis of, respectively, Euclidian distance, Hotelling's T2statistics, and Mahalanobis distance. The study of the applicability of these methods is based on experimentally obtained accelerations of a cantilevered residential-sized wind turbine blade subjected to an unmeasured multi-impulse load. The characteristic stress resultants are derived by applying the static pseudo-loads to a representative finite element (FE) model of the actual blade.