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

Table 4

The extreme value at the points A and B.

v
6	1.211	15.429	4.352×10^7	16.323×10^7
8	1.210	13.816	2.931×10^7	13.124×10^7
10	1.012	13.217	1.364×10^7	10.536×10^7
12	0.724	10.201	0.970×10^7	7.718×10^7
14	0.537	11.897	1.137×10^7	6.048×10^7