Crashworthiness Analysis and Multi-Objective Optimisation of Multi-Cell Windowed Structures under Dynamic Impact Loading

Table 5

Design matrixes of MCS-M.

No.	Parameters			Responses
	Lc (mm)	Ls (mm)	t (mm)	PCF (kN)	EA (kJ)	SEA (kJ/kg)
1	10.00	10.00	4.00	988.87	272.83	29.56
2	10.00	70.00	4.00	959.84	272.23	29.71
3	10.00	10.00	6.00	1618.84	553.98	40.00
4	10.00	70.00	6.00	1546.22	507.16	36.88
5	70.00	10.00	4.00	954.73	267.89	29.25
6	70.00	70.00	4.00	916.28	261.95	28.81
7	70.00	10.00	6.00	1533.38	509.58	37.09
8	70.00	70.00	6.00	1543.96	532.79	39.06
9	52.50	48.81	4.03	918.40	270.90	29.38
10	42.73	44.83	4.17	954.96	283.51	29.75
11	37.49	35.00	5.06	1197.25	396.26	34.19
12	67.50	53.47	4.42	1019.58	314.93	31.24
13	26.31	32.73	5.27	1277.67	417.91	34.54
14	49.21	68.54	4.53	1050.34	332.43	32.18
15	38.85	27.97	5.75	1405.80	486.55	36.89
16	53.49	52.12	4.20	963.36	290.45	30.29
17	33.55	65.78	5.96	1462.47	527.55	38.73
18	28.54	62.87	4.72	1119.94	358.88	33.23
19	23.47	30.59	5.09	1235.83	402.26	34.35
20	58.36	38.49	4.95	1163.17	379.75	33.61
21	60.37	60.00	5.41	1278.98	426.53	34.59
22	65.32	27.34	4.61	1090.56	337.43	32.01
23	17.12	21.80	5.20	1306.32	415.42	34.70
24	22.33	10.32	5.51	1415.13	474.42	37.36
25	64.84	13.55	4.36	1047.17	309.42	31.00
26	40.78	40.76	5.78	1394.65	495.57	37.43
27	45.99	56.35	5.63	1341.13	461.20	35.89
28	14.30	60.99	4.91	1206.45	387.16	34.38
29	10.59	19.99	5.89	1548.23	538.87	39.68
30	30.47	46.71	4.75	1118.14	362.43	33.31
31	19.17	15.86	5.43	1385.69	450.45	36.01
32	55.76	24.17	4.32	1013.95	306.54	31.00