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In the experimental work of Manikantan and Samar [ 22 ] an absolute displacement response of beam structure from vibration response of the permanent magnetic is used as input to the GA to estimate the presence of =0.5 and <math=0.53 cracks.
Existence of absolute displacement response (=0.5 and =0.53) from permanent magnet as shown in Fig. data-event-ref=T0014>14 is used as input to the GA(process) to predict whether one=-1h or structural parameter
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In the experimental work of Manikantan and Samar [ 22 ], both absolute and relative mode parameters are investigated. In that case, the absolute displacement response m of the beam structure from vibration response of permanent magnet as shown in Fig. is used as input to the GA. The parameters range used for the GA are [0;0.5] for the depth of the crack and 0;0.5 for the location of the crack. The estimated absolute crack depth is calculated as 0.144 percent with MSE -mm -m and [0;0.5] for crack location. Parameter and depth of crack is fixed to the structure as [0.5];0.0.
In the experimental work of Manikantan and Samar [ 22 ] an absolute displacement response of beam structure from vibration response of the permanent magnetic is used as input to the GA to estimate the presence of =0.5 and <math=0.53 cracks.
Existence of absolute displacement response (=0.5 and =0.53) from permanent magnet as shown in Fig. data-event-ref=T0014>14 is used as input to the GA(process) to predict whether one=-1h or structural parameter
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