posted on 2010-09-01, 00:00authored byDebaditya Dutta
This research presents ultrasonic techniques for baseline-free damage detection in
structures in the context of structural health monitoring (SHM). Conventional SHM
methods compare signals obtained from the pristine condition of a structure (baseline
signals) with those from the current state, and relate certain changes in the signal
characteristics to damage. While this approach has been successful in the laboratory,
there are certain drawbacks of depending on baseline signals in real field applications.
Data from the pristine condition are not available for most existing structures. Even if
they are available, operational and environmental variations tend to mask the effect of
damage on the signal characteristics. Most important, baseline measurements may
become meaningless while assessing the condition of a structure after an extreme event
such as an earthquake or a hurricane. Such events may destroy the sensors themselves
and require installation of new sensors at different locations on the structure. Baselinefree
structural damage detection can broaden the scope of SHM in the scenarios
described above.
A detailed discussion on the philosophy of baseline-free damage detection is provided
in Chapter 1. Following this discussion, the research questions are formulated. The
organization of this document and the major contributions of this research are also listed
in this chapter.
Chapter 2 describes a fully automated baseline-free technique for notch and crack
detection in plates using a collocated pair of piezoelectric wafer transducers for
measuring ultrasonic signals. Signal component corresponding to the damage induced
mode-converted Lamb waves is extracted by processing the originally measured
ultrasonic signals. The damage index is computed as a function of this mode-converted
Lamb wave signal component. An over-determined system of Lamb wave measurements
is used to find a least-square estimate of the measurement errors. This error estimate
serves as the damage threshold and prevents the occurrences of false alarms resulting
from imperfections and noise in the measurement system. The threshold computation
from only the measured signals is they key behind baseline-free damage detection in
plates.
Chapters 3 and 4 are concerned with nonlinear ultrasonic techniques for crack
detection in metallic structures. Chapter 3 describes a nonlinear guided wave technique
based on the principle of super-harmonic production due to crack induced nonlinearity. A
semi-analytical method is formulated to investigate the behavior of a bilinear crack model.
Upon comparing the behavior with experimental observations, it is inferred that a bilinear
model can only partially capture the signal characteristics arising from a fatigue crack. A
correlation between the extents of nonlinear behavior of a breathing crack with the
different stages of the fatigue crack growth is also made in Chapter 3. In Chapter 4, a
nonlinear system identification method through coherence measurement is proposed. A
popular electro-magnetic impedance circuit was used to detect acoustic nonlinearity
produced by a crack.
Chapters 5 and 6 comprise the final part of this thesis where wavefield images from a
scanning laser vibrometer are digitally processed to detect defects in composite structures.
Once processed, the defect in the scanned surface stands out as an outlier in the
background of the undamaged area. An outlier analysis algorithm is then implemented to
detect and localize the damage automatically. In Chapter 5, exploratory groundwork on
wavefield imaging is done by obtaining wave propagation images from specimens made
of different materials and with different geometries. In Chapter 6, a hitherto unnoted
phenomenon of standing wave formation in delaminated composite plates is observed
and explained. Novel signal and image processing techniques are also proposed in this
chapter, of which the isolation of standing waves using wavenumber-frequency domain
manipulation and the use of Laplacian image filtering technique deserve special mention.
History
Date
2010-09-01
Degree Type
Dissertation
Department
Civil and Environmental Engineering
Degree Name
Doctor of Philosophy (PhD)
Advisor(s)
Hoon Sohn,Irving J. Oppenheim,Jacobo Bielak,James H. Garrett, Jr.,Piervincenzo Rizzo