Structural damage detection using frequency domain error localization

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Authors
Campbell, Marvin G.
Subjects
NA
Advisors
Gordis, Joshua
Date of Issue
1994-12
Date
December 1994
Publisher
Monterey, California. Naval Postgraduate School
Language
en_US
Abstract
A frequency domain theory for structural dynamic model error localization is applied to thedamage detection problem. The localization theory is based on a transformation of the frequencyresponse function matrix, and represents an exact solution for the location of the differencesbetween two frequency response function models, given spatially complete data. The localizationis performed at all frequencies in a chosen bandwidth, and therefore implicitly accounts for allmodes of interest. Methods for coping with spatially incomplete data are explored analyticallyand in an experimental study of a composite beam with installed damage of known length.
Type
Thesis
Description
Series/Report No
Department
Organization
Naval Postgraduate School (U.S.)
Identifiers
NPS Report Number
Sponsors
Funder
Format
137 p.
Citation
Distribution Statement
Approved for public release; distribution is unlimited.
Rights
This publication is a work of the U.S. Government as defined in Title 17, United States Code, Section 101. Copyright protection is not available for this work in the United States.
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