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Structural Health Monitoring Using Smart Sensors - ideals ...

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same community, eliminating the need to globally transfer a large amount of data through<br />

a long communication path.<br />

While most of the derivation in NExT, ERA, and the DLV method can be directly<br />

applicable to data from a local sensor community, the mass normalization constants, d j<br />

or<br />

i<br />

, for the DLV method may need data at DOFs outside the community. To estimate d j<br />

in<br />

a local sensor community, the input force and the output response at that location need to<br />

be available. i<br />

needs mode shapes to be estimated for DOFs corresponding to the<br />

location of the mass perturbation, as shown in Eq. (6.21). In addition, q ii<br />

in Eq. (6.22)<br />

may contain a large error if only a limited number of sensors in a local area is used. Gao<br />

(2005) suggested that estimation of mass normalization constants be performed from<br />

globally obtained data during initialization of the SHM system. Normalization constants<br />

obtained during initialization are then converted to normalization constants for each<br />

sensor community through the following equations:<br />

d j<br />

i<br />

=<br />

d j<br />

<br />

<br />

<br />

j<br />

ref<br />

i <br />

------------------ <br />

i<br />

j<br />

ref<br />

<br />

(6.31)<br />

j<br />

i<br />

=<br />

j<br />

<br />

<br />

---------------- j<br />

ref<br />

i<br />

i<br />

j<br />

ref<br />

(6.32)<br />

and are the j -th mode mass normalization constants for the sensor community, i .<br />

j<br />

ref<br />

i<br />

and j<br />

ref<br />

i<br />

are the j -th global mode shape’s components corresponding to the<br />

i<br />

i<br />

reference sensor node of the i-th sensor community. j<br />

ref<br />

and j<br />

ref<br />

are components of j-<br />

th mode shape determined in the i-th sensor community. These components correspond to<br />

the reference sensor DOF of the community. In this way, mass normalization constants for<br />

each sensor community can be estimated. Thus, monitoring is realized within local sensor<br />

communities.<br />

d j<br />

i<br />

j<br />

i<br />

DCS also describes how local sensor communities collaborate with each other to<br />

judge structural damage, including redundancy to increase fault tolerance. Local sensor<br />

communities are formed with overlap, so that more than one sensor community monitors<br />

the same element. This overlap provides the means to deal with false-positive and falsenegative<br />

damage detection. Information about localized damaged elements is exchanged<br />

among local sensor communities. If damage localization in one sensor community<br />

contradicts that in another community, measurement and analysis are repeated. If a<br />

damaged element is detected and no inconsistency is reported, the base station is informed<br />

of the damage (see Figure 6.1).<br />

6.5 Stochastic Damage Locating Vector method<br />

Recent algorithmic development of the Stochastic DLV (SDLV) method by Bernal<br />

(2006) has the potential to improve the DCS for SHM by eliminating the need to estimate<br />

normalization constants. The initialization phase of DCS involving either input force<br />

98

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