Towards Sensor-Based Health Monitoring Systems for Bridge Decks: A Full-Depth Precast Deck Panels Case Study

<table class="table-group" width="800px"><tr class="fig-image" id="fig10a"><td><img alt="579631.fig.0010a" src="https://static.hindawi.com/articles/ace/volume-2010/579631/figures/579631.fig.0010a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Maximum</td></tr></table></td></tr><tr class="fig-image" id="fig10b"><td><img alt="579631.fig.0010b" src="https://static.hindawi.com/articles/ace/volume-2010/579631/figures/579631.fig.0010b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Minimum</td></tr></table></td></tr></table>

<table>Maximum and minimum longitudinal stresses (psi)—north panels.</table>

Advances in Civil Engineering

fig10

Figure 10

Figure 10: Towards Sensor-Based Health Monitoring Systems for Bridge Decks: A Full-Depth Precast Deck Panels Case Study 