Table 3.

Sensor locations in cylindrical stones of different sizes and the peak tensile stress and stress integral $[\int {({\sigma }_T-{\sigma }_0)}^{2}dt]$ from each sensor

Stone size (mm)	Sensor	$\frac{L}{H}(\%)$	Max(δT) (MPa)	$\int {({\sigma }_{\mathbf{T}}-{\sigma }_0)}^2\mathbf{dt}(\times {10}^8\mathrm{P}{a}^{2}s)$
4	1	10	44	3.12
	2	33	43	9.05
	3	78	53	4.51
	4	45	49	9.36
7	1	10	44	4.39
	2	30	41	13.81
	3	70	50	11.46
	4	44	48	16.05
10	1	13	35	6.10
	2	28	40	15.70
	3	64	47	16.10
	4	44	46	19.68