Dynamic Analysis of Cracked Plate Subjected to Moving Oscillator by Finite Element Method

Table 3

The extreme value at the points A and B.

k×10^5
1.0	0.081	8.942	0.813×10^7	8.426×10^7
1.5	1.012	13.217	1.364×10^7	10.536×10^7
2.0	1.075	19.415	2.285×10^7	11.284×10^7
2.5	1.078	23.073	3.150×10^7	11.553×10^7
3.5	1.033	21.224	4.036×10^7	11.363×10^7
6.0	0.905	17.740	2.380×10^7	11.213×10^7
9.0	0.783	12.360	1.554×10^7	8.693×10^7