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Open AccessJournal ArticleDOI

Identification of Damage in a Beam Structure by Using Mode Shape Curvature Squares

Sandris Ručevskis, +1 more
- 01 Jan 2010 - 
- Vol. 17, pp 601-610
TLDR
In this article, the applicability of the mode shape curvature squares determined from only the damaged state of the structure for damage detection in a beam structure is studied, and two aluminium beams containing different-size mill-cut damage at different locations are tested by using the experimentally measured modal data.
Abstract
During the last decades a great variety of methods have been proposed for damage detection by using the dynamic structure characteristics, however, most of them require modal data of the structure for the healthy state as a reference. In this paper the applicability of the mode shape curvature squares determined from only the damaged state of the structure for damage detection in a beam structure is studied. To establish the method, two aluminium beams containing different-size mill-cut damage at different locations are tested by using the experimentally measured modal data. The experimental modal frequencies and the corresponding mode shapes are obtained by using a scanning laser vibrometer with a PZT actuator. From the mode shapes, mode shape curvatures are obtained by using a central difference approximation. With the example of the beams with free-free and clamped boundary conditions, it is shown that the mode shape curvature squares can be used to detect damage in the structures. Further, the extent of a mill-cut damage is identified via modal frequencies by using a mixed numerical-experimental technique. The method is based on the minimization of the discrepancy between the numerically calculated and experimentally measured frequencies.

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Citations
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Journal ArticleDOI

Application of multi-scale (cross-) sample entropy for structural health monitoring

TL;DR: This study proposes an information-theoretic structural health monitoring (SHM) system based on multi-scale entropy (MSE) and multi- scale cross-sample entropy (MSCE) and a damage index to efficiently quantify the SHM process.
Journal ArticleDOI

A novel and efficient method for damage detection in beam-like structures solely based on damaged structure data and using mode shape curvature estimation

TL;DR: In this paper, a new damage detection method for beam-like structures is presented in which obtaining data from the analytical model of the undamaged structure is not required, and the proposed method introduces the difference between mode shape curvature and mode shape estimation of damaged structure as an indicator of identifying the damage location.
Journal ArticleDOI

Damage identification in beams using speckle shearography and an optimal spatial sampling

TL;DR: In this paper, an optimal spatial sampling of modal rotation fields is computed and used to obtain the modal curvatures, which are then used to estimate the second moment of area in the damaged areas, which were previously localized.
Journal ArticleDOI

Tikhonov's regularization approach in mode shape curvature analysis applied to damage detection

TL;DR: In this paper, the authors proposed a damage index using only mode shape curvature data from the damaged structure, which is generalized to plate-like structures which are characterized by two-dimensional mode shapes.
Journal ArticleDOI

Nondestructive identification of composite beams damage based on the curvature mode difference

TL;DR: In this article, a non-destructive identification method for composite beams damage based on the curvature mode difference (CMD) was explored by combining hammer experiment tests with finite element simulation, modal analysis were performed on intact and damaged composite beams with single, multiple or different degree of damage, respectively.
References
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ReportDOI

Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A literature review

TL;DR: A review of the technical literature concerning the detection, location, and characterization of structural damage via techniques that examine changes in measured structural vibration response is presented in this article, where the authors categorize the methods according to required measured data and analysis technique.
Journal ArticleDOI

Damage detection from changes in curvature mode shapes

TL;DR: In this article, a new parameter called curvature mode shape is investigated as a possible candidate for identifying and locating damage in a structure, and it is shown that the absolute changes in the curvature shape are localized in the region of damage and hence can be used to detect damage.
Journal ArticleDOI

Damage detection in bridges using modal curvatures: application to a real damage scenario

TL;DR: In this paper, the authors investigated the application of the change in modal curvatures to detect damage in a prestressed concrete bridge and proposed a damage indicator called "curvature damage factor".
Journal ArticleDOI

Damage Localization in Structures Without Baseline Modal Parameters

TL;DR: In this article, a methodology to localize and estimate the severity of damage in structures for which only post-damage modal parameters are available for a few vibrational modes is presented.
Journal ArticleDOI

Damage detection in structures: From mode shape to frequency response function methods

TL;DR: In this paper, a series of numerical simulations on a simple beam are made in order to compare various damage detection methods based on mode shape changes and a generalisation of these methods to the whole frequency ranges of measurement is proposed.
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