Structural Health Monitoring Using Smart Sensors - ideals ...
Structural Health Monitoring Using Smart Sensors - ideals ...
Structural Health Monitoring Using Smart Sensors - ideals ...
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Supply voltage (V)<br />
4<br />
3.8<br />
3.6<br />
3.4<br />
Node 46<br />
Node 43<br />
Node 51<br />
Node 49<br />
Node 87<br />
3.2<br />
3<br />
start<br />
s ens ing1 report s ens ing2 sensing3 s ens ing4 ERA<br />
Figure 8.12. Change in the supply voltage to the Imote2.<br />
sufficient. Although the change in supply voltage during these experiments without<br />
repeated measurements was not recorded, the battery life is estimated by counting the<br />
number of experiments conducted using one set of batteries. The Imote2 utilizes three<br />
AAA batteries. A new set of batteries supplies 4.5 to 4.8 V to the Imote2. The Imote2 can<br />
operate when the supply voltage is above 3.2 V. More than 30 sets of experiments were<br />
performed without changing batteries. Simply dividing the change in the supply voltage<br />
by 30 yields about a 0.05 V decrease per experiment when sensing is not repeated. If<br />
monitoring is performed on a weekly basis, a battery life providing 30 sets of<br />
measurements and damage detection calculations allows the Imote2 to monitor a structure<br />
for about eight months. Note that the Imote2 consumes power even in a sleep mode,<br />
shortening the battery life.<br />
For monitoring of full-scale structures, sensing may continue longer, thereby<br />
consuming more power. For example, 40 seconds of acceleration data sampled at 280 Hz<br />
is utilized in the experiment and damage is successfully detected. However, a full-scale<br />
structure may have lower natural frequencies than the lowest one of the truss (i.e., the<br />
mode at about 20 Hz), necessitating longer acceleration measurements. Though a lower<br />
sampling frequency may be allowed for such structures, the duration of sensing is likely to<br />
be significantly longer than 40 seconds. Battery depletion may become greater than 0.05<br />
V per monitoring event due to the longer sensing time.<br />
8.8 Damage detection results<br />
The damage detection capability of the SHM algorithms implemented on the Imote2<br />
is examined in this section by monitoring the truss with its various elements replaced with<br />
a “damaged” element, i.e., one of reduced cross section. Elements 8, 9, 10, 11, 12, 19, 20,<br />
21, and 22 are replaced one-by-one with the damaged element. For the first five cases,<br />
sensor communities 1, 2, and 3 participate in damage detection, while sensor communities<br />
149