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Damage localization under ambient vibration using changes in flexibility
Yong Gao (高勇)1
and B.F. Spencer, Jr. (苏磐石)2
- Department of Civil Engineering & Geological Science, University of
Notre Dame, Notre Dame, IN 46556, USA.
- Department of Civil & Environmental Engineering, University of
Illinois at Urbana-Champaign, 205 North Matthews Ave, Urbana, IL 61801, USA
Abstract: In recent years, Structural Health Monitoring (SHM) has
emerged as a new research area in civil engineering. Most existing health
monitoring methodologies require direct measurement of input excitation for
implementation. However, in many cases, there is no easy way to measure these
inputs – or alternatively to externally excite the structure. Therefore, SHM
methods based on ambient vibration have become important in civil engineering.
In this paper, an approach is proposed based on the Damage Location Vector (DLV)
method to handle the ambient vibration case. Here, this flexibility-matrix-based
damage localization method is combined with a modal expansion technique to
eliminate the need to measure the input excitation. As a by-product of this
approach, in addition to determining the location of the damage, an estimate of
the damage extent also can be determined. Finally, a numerical example analyzing
a truss structure with limited sensors and noisy measurement is provided to
verify the efficacy of the proposed approach.
Keywords: flexibility matrix; damage location vector method; modal
expansion; natural excitation technique; eigenvalue realization algorithm.
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