有限元上机平面问题分析(3)

14.30237, 15.47869 18.71039, 20.26111 24.00000, 26.00000 2.39530, 3.88190 3.96678, 6.10932 5.85256, 8.78222 8.11550, 11.98971 10.83102, 14.08965, 18.00000, 1.80250, 2.82945, 4.06178, 5.54059, 7.31515, 9.44463, 12.00000, .94890, 1.45757, 2.06798, 2.80048, 3.67947, 4.73425, 6.00000, .00000, .00000, .00000, .00000, .00000, .00000, .00000, 15.83869 20.45747 26.00000 4.50130 6.66634 9.26439 12.38206 16.12325 20.61268 26.00000 5.01610 7.12930 9.66514 12.70815 16.35975 20.74169 26.00000 5.20000 7.29468 9.80829 12.82463 16.44424 20.78777 26.00000

1, 2, 8 2, 9, 8 2, 3, 9 3, 10, 9 3, 4, 10 4, 11, 10 4, 5, 11 5, 12, 5, 6, 6, 13, 6, 7, 7, 14, 8, 9, 9, 16, 9, 10, 10, 17, 10, 11, 11, 18, 11, 12, 12, 19, 12, 13, 13, 20, 13, 14, 14, 21, 15, 16, 16, 23, 16, 17, 17, 24, 17, 18, 18, 25, 18, 19, 11 12 12 13 13 15 15 16 16 17 17 18 18 19 19 20 20 22 22 23 23 24 24 25

19, 26, 25 19, 20, 26 20, 27, 26 20, 21, 27 21, 28, 27 22, 23, 29 23, 30, 29 23, 24, 24, 31, 24, 25, 25, 32, 25, 26, 26, 33, 26, 27, 27, 34, 27, 28, 28, 35, 29, 30, 29, 37, 30, 31, 30, 38, 31, 32, 31, 39, 32, 33, 32, 40, 33, 34, 33, 41, 34, 35, 34, 42, 36, 37, 36, 44, 30 30 31 31 32 32 33 33 34 34 37 36 38 37 39 38 40 39 41 40 42 41 44 43

37, 38, 45 37, 45, 44 38, 39, 46 38, 46, 45 39, 40, 47 39, 47, 46 40, 41, 48 40, 48, 41, 42, 41, 49, 43, 44, 43, 51, 44, 45, 44, 52, 45, 46, 45, 53, 46, 47, 46, 54, 47, 48, 47, 55, 48, 49, 48, 56, 50, 51, 50, 58, 51, 52, 51, 59, 52, 53, 52, 60, 53, 54, 53, 61, 54, 55, 47 49 48 51 50 52 51 53 52 54 53 55 54 56 55 58 57 59 58 60 59 61 60 62

54, 62, 61 55, 56, 63 55, 63, 62

输出的SIMPLE.OUT文件为

TOTAL NUMBER OF ELEMENTS = 96 NODES = 63 LOADS = 9 FIXITIES = 14 ELEMENT DEFINITIONS

ELEMENT NODE1 NODE2 NODE3 1 1 2 8 2 2 9 8 3 2 3 9 4 3 10 9 5 3 4 10 6 4 11 10 7 4 5 11 8 5 12 11 9 5 6 12 10 6 13 12 11 6 7 13 12 7 14 13 13 8 9 15 14 9 16 15 15 9 10 16 16 10 17 16 17 10 11 17 18 11 18 17 19 11 12 18