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Structural Health Monitoring Using Smart Sensors - ideals ...

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200<br />

3<br />

Phase of spectral densities (degree)<br />

100<br />

0<br />

-100<br />

Phase of spectral densities (degree)<br />

2<br />

1<br />

0<br />

-1<br />

-2<br />

-200<br />

0 20 40 60 80 100<br />

Frequency (Hz)<br />

(a) zoom-out<br />

Figure 7.19. Phase of cross spectral densities.<br />

-3<br />

0 20 40 60 80 100<br />

Frequency (Hz)<br />

(b) zoom-in<br />

explanation concerns crosstalk. The crosstalk specification for the Imote2 accelerometer is<br />

a maximum of 2 percent, while that of the PCB accelerometer is 5 percent. Because<br />

vertical acceleration is much larger than longitudinal acceleration, measured acceleration<br />

signals for the longitudinal direction may contain substantial crosstalk. If the actual value<br />

of the crosstalk varies from sensor to sensor within the maximum bounds, the measured<br />

longitudinal acceleration may differ from sensor to sensor; thus, each sensor may have a<br />

different contribution from the acceleration in the perpendicular axes. Further<br />

investigation may confirm this conjecture.<br />

Time synchronization of measured signals is now examined. Six Imote2s are placed<br />

on structural nodes to measure acceleration response. Phase of cross-spectral densities<br />

among these signals is considered to indicate the accuracy of time synchronization.<br />

Synchronized signals are expected to have a phase of zero, while synchronization error<br />

results in linear phase. The larger the error is, the steeper the slope of phase is. Figure 7.19<br />

shows the phase of the cross-spectral densities between the reference node signal and<br />

signals from the other five nodes. The phase is almost flat over the frequency range below<br />

100 Hz. Theoretically, the phase is one degree at 100 Hz if the signals have a<br />

synchronization error of 28 s. The phase indicates that the synchronization of the<br />

measured signals is approximately 30 s.<br />

7.2.2 NExT<br />

Natural Excitation Technique (NExT) is implemented on the Imote2 using the modelbased<br />

data aggregation strategy described in section 5.1.2. The validity of this<br />

implementation is examined by analyzing the same set of data both on a group of Imote2s<br />

and on the PC.<br />

The data to be analyzed is the acceleration response of the three-dimensional truss<br />

structure. The data analyzed by Gao (2005) is converted to integers by shifting, scaling,<br />

and rounding. Assuming the usage of a 16-bit ADC with approximately 12 effective bits,<br />

the conversion maps the maximum data value to about 1,500 and the minimum value to<br />

118

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