Dynamic Response of a Single-Layer Reticulated Dome during Aircraft Impact Based on S-J Modeling Method

Table 3

Deviations between the numerical and test results with roof sheathing.

Impact type (mm)	Comparison program	Test	B-P		S-J
		Value	Value	Error (%)	Value	Error (%)
8	First impact duration (ms)	20.60	23.30	13.11	19.10	−7.28
	Stress H1 (MPa)	−68.40	−57.50	−15.94	−70.60	3.22
	Stress H4 (MPa)	42.60	48.00	12.68	36.60	−14.08
	Time interval (ms)	42.30	70.20	65.96	59.80	41.37
10	First impact duration (ms)	20.20	23.10	14.36	19.00	−5.94
	Stress H1 (MPa)	−76.80	−63.80	−16.93	−79.30	3.26
	Stress H4 (MPa)	47.50	56.00	17.89	40.50	−14.74
	Time interval (ms)	54.20	83.70	54.43	70.40	29.89