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

Table 4

Design matrixes of MCS-C and MCS-S.

No.	Parameters			Responses (MCS-C, Ls = 0 mm)			Responses (MCS-S, Lc = 0 mm)
	Lc (mm)	Ls (mm)	t (mm)	PCF(kN)	EA(kJ)	SEA(kJ/kg)	PCF(kN)	EA(kJ)	SEA(kJ/kg)
1	10	10	4	1035.92	279.943	30.29	1046.39	285.05	30.84
2	10	10	6	1684.28	561.559	40.52	1694.84	540.73	38.99
3	70	70	4	1002.34	270.632	29.51	1010.57	269.96	29.42
4	70	70	6	1591.99	518.609	37.72	1609.92	527.93	38.34
5	52.50	48.81	4.03	1005.97	270.60	29.19	1013.10	273.95	29.52
6	42.73	44.83	4.17	1042.04	278.42	29.05	1051.27	281.98	29.41
7	37.49	35.00	5.06	1302.91	396.76	34.08	1319.33	397.70	34.13
8	67.50	53.47	4.42	1119.21	311.46	30.70	1123.63	316.36	31.10
9	26.31	32.73	5.27	1388.74	438.26	36.07	1389.99	428.52	35.28
10	49.21	68.54	4.53	1145.37	326.96	31.38	1160.21	319.79	30.75
11	38.85	27.97	5.75	1516.65	489.61	36.99	1556.94	518.98	39.14
12	53.49	52.12	4.20	1052.93	289.82	30.02	1061.57	290.08	30.03
13	33.55	65.78	5.96	1596.36	527.28	38.40	1595.53	492.26	35.97
14	28.54	62.87	4.72	1214.37	363.54	33.40	1212.64	343.22	31.65
15	23.47	30.59	5.09	1339.52	408.90	34.80	1338.13	408.02	34.75
16	58.36	38.49	4.95	1266.29	373.40	32.89	1280.89	396.30	34.79
17	60.37	60.00	5.41	1405.21	420.39	33.85	1419.17	422.67	34.00
18	65.32	27.34	4.61	1171.57	338.17	31.99	1193.60	347.84	32.73
19	17.12	21.80	5.20	1392.99	423.50	35.28	1394.84	418.16	34.85
20	22.33	10.32	5.51	1479.74	482.23	37.92	1527.15	475.68	37.34
21	64.84	13.55	4.36	1100.86	303.69	30.37	1148.05	320.61	31.84
22	40.78	40.76	5.78	1524.83	491.07	36.90	1543.59	506.58	38.05
23	45.99	56.35	5.63	1471.38	476.08	36.79	1486.69	459.91	35.56
24	14.30	60.99	4.91	1306.37	399.77	35.25	1268.44	366.37	32.48
25	10.59	19.99	5.89	1645.83	542.63	39.85	1630.56	525.31	38.62
26	30.47	46.71	4.75	1219.95	364.37	33.29	1218.54	353.76	32.37
27	19.17	15.86	5.43	1462.50	465.71	37.15	1486.29	470.26	37.49
28	55.76	24.17	4.32	1087.27	307.07	30.94	1112.39	310.45	31.15