Abstract
A novel method of guided wave-based structural health monitoring is developed in which no direct baseline data
are required to identify structural damage. Conventional wave propagation structural health monitoring techniques
involve the comparison of structural response data to a prerecorded baseline or reference measurement taken while
the structure is in pristine condition. The need to compare new data to a prerecorded baseline can present several
complications, including data management issues and difficulty in accommodating the effects of varying
environmental and operational conditions on the data. To address the complications associated with baseline
comparison, this new method accomplishes reference-free damage detection by acquiring what is referred to as an
instantaneous baseline measurement for analysis. The instantaneous baseline technique is validated through both
analytical and experimental testing. Analytical tests show that the instantaneous baseline method is able to correctly
identify simulated damage. It is found experimentally that nonpermanent damage in the form of removable putty as
well as permanent damage in the form of corrosion and cuts are all identifiable in thin aluminum plate test structures
without direct comparison to baseline data when implementing the instantaneous baseline method.
Translated title of the contribution | Reference-free damage detection using instantaneous baseline measurements |
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Original language | English |
Pages (from-to) | 1952 - 1964 |
Number of pages | 14 |
Journal | AIAA Journal |
Volume | 47(8) |
DOIs | |
Publication status | Published - Aug 2009 |