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r - The Hong Kong Polytechnic University

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Figure 12 Force vs. displacement curves for RC column and FRP-wrapped RC column<br />

EXPERIMENTAL RESULTS<br />

Experimental Results of RC Column<br />

<strong>The</strong> reversed cyclic loading protocol shown in Figure 6 was implemented to gradually test the RC<br />

column until failure. During the loading procedure, smart aggregate-based health monitoring<br />

system 1 (active-sensing approach) was implemented at the positive loading peaks, the zero<br />

loading points and the negative loading peaks of the cyclic loading protocol. Figure 13 shows the<br />

damage index matrix for the column, defined in Equation (3). Figure 14 shows the weighted<br />

damage index, defined in Equation (4).<br />

During the health monitoring test using an active-sensing based approach, PZT2 was used as an<br />

actuator to excite a sweep sine wave and the other smart aggregates were used as sensors to detect<br />

the wave responses. From the damage index matrix results shown in Figure 13, the damage index<br />

increases significantly at Test Number 6, one cycle before the first major cracks were seen in the<br />

RC column. This likely indicates internal damage in the column before it could be seen externally.<br />

<strong>The</strong> weighted damage index matrix reveals the overall damage status of the column. From the<br />

weighted damage index matrix results shown in Figure 14, it can be seen that the index<br />

dramatically increases after test number 6 which means the overall damage status became severe<br />

after test 6.<br />

Damage index<br />

1<br />

0.5<br />

0<br />

1 2 3 4 5 6<br />

Sensor No.<br />

5<br />

Test No.<br />

Figure 13 Sensor History Damage Index<br />

Matrix plot for RC column (active-sensing<br />

approach)<br />

10<br />

15<br />

Weighted damage index<br />

1<br />

0.8<br />

0.6<br />

0.4<br />

0.2<br />

0<br />

0 5 10 15 20<br />

Test No.<br />

Figure 14 Weighted damage index for RC column<br />

(active-sensing approach)<br />

Experimental Results of FRP-Wrapped RC Column<br />

<strong>The</strong> reversed cyclic loading protocol shown in Figure 9 was implemented to retest the<br />

FRP-wrapped RC column. During the loading procedure, smart aggregate-based health monitoring<br />

(impact response-based approach) was implemented at the positive loading peaks, the zero loading<br />

points as well as the negative loading peaks of the cyclic loading protocol.<br />

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