FETRIANGLE(3节点三角形), FEQUADRILATERAL(4节点四边形),FETETRAHEDRON(4节点四面体), FEBRICK(8节点六面体)
参考:https://wenku.baidu.com/view/70b794168e9951e79a892721.html?from=search
https://wenku.baidu.com/view/ab0a4559a5e9856a561260b6.html
http://www.doc88.com/p-618423100007.html
1.绘制二维图形xy线型图：
新建文本文档，输入下面代码，打开tecplot360-file--load data files--选择tecplot data loader --选择保存的刚才输入文本文档并保存的代码。
1 title="a" 2 variables=x,y 3 zone t="line1" 4 i=1,j=6,f=point 5 0 0 6 1 2 7 2 5 8 3 9 9 4 12 10 5 8
上述文件是一个顺序文件，包括了标题，变量，域定义。描述的是6个点相连的情况。
----------------
1 VARIABLES = "X","Y" 2 ZONE I=5,J=1, F=POINT 3 2 4 4 3 9 5 5 25 6 6 36 7 7 49
-------------------------------------
1 title="a" 2 variables=x,y 3 zone t="line1" 4 i=1,j=6,f=point 5 0 0 6 1 2 7 2 5 8 3 9 9 4 12 10 5 8 11 zone t="line2" 12 0 1 13 1 2 14 2 6 15 3 9 16 4 10 17 5 11
改变i，j没变化：
1 title="saledcar" 2 variables=x,y 3 zone t="line1" 4 i=6,j=1,f=point 5 1 15632 6 2 21550 7 3 20961 8 4 18244 9 5 10369 10 6 8966
1 VARIABLES = "X", "Y", "Intensity", "Pressure" 2 ZONE I=2, J=3, F=POINT 3 3 0 0 50 4 7 2 0 43 5 6 2 4 1 42 7 6 6 0 37 8 9 1 8 1 30 10 5 9 1 21
2.绘制单元格式图：
1 TITLE = "Example: 2D Finite-Element Data" 2 VARIABLES = "X", "Y", "P", "T" 3 ZONE N=8, E=4, F=FEPOINT, ET=QUADRILATERAL 4 0.0 1.0 100.0 1.6 5 1.0 1.0 150.0 1.5 6 3.0 1.0 300.0 2.0 7 0.0 0.0 50.0 1.0 8 1.0 0.0 100.0 1.4 9 3.0 0.0 200.0 2.2 10 4.0 0.0 400.0 3.0 11 2.0 2.0 280.0 1.9 12 1 2 5 4 13 2 3 6 5 14 6 7 3 3 15 3 2 8 8
通过实验可知，二维平面图形，单元的节点可以顺时针也可以逆时针，无所谓。
但不能单元内节点乱放，顺时针或逆时针都行，但不能跳过节点最后再补：
------------------------------
1 VARIABLES = "X", "Y" 2 ZONE N=5, E=3, F=FEPOINT, ET=TRIANGLE 3 1.0 1.0 4 2.0 3.0 5 2.5 1.0 6 3.5 5.0 7 4.0 1.0 8 1 2 3 9 3 2 4 10 3 5 4
-------------------
1 TITLE="DUPLICATE IJ FELINESEG, FETRIANGLE(3节点三角形),FEQUADRILATERAL(4节点四边形),FETETRAHEDRON(4节点四面体), FEBRICK(8节点六面体)" 3 VARIABLES=X,Y,Z 4 ZONE I=2, J=2, F=POINT 5 0,0,0 6 1,0,0 7 0,1,0 8 1,1,0 9 ZONE I=2, J=2, F=POINT, D=(1,2) 10 1 11 1 12 1 13 1
-----------------
1 TITLE = "Example: Variable and Connectivity List Sharing" 2 VARIABLES = "X", "Y", "P" 3 ZONE T="P_1", N=6, E=4, DATAPACKING=POINT, ZONETYPE=FETRIANGLE 4 -1.0 0.0 100 5 0.0 0.0 125 6 1.0 0.0 150 7 -0.5 0.8 150 8 0.5 0.8 175 9 0.0 1.6 200 10 1 2 4 11 2 5 4 12 3 5 2 13 5 6 4 14 ZONE T="P_2", N=6, E=4, DATAPACKING=POINT, ZONETYPE=FETRIANGLE, VARSHARELIST= ([1, 2]=1), CONNECTIVITYSHAREZONE = 1 15 110 16 135 17 160 18 165 19 185 20 200 21 ZONE T="P_3", N=6, E=4, DATAPACKING=POINT, ZONETYPE=FETRIANGLE, VARSHARELIST= ([1, 2]=1), CONNECTIVITYSHAREZONE = 1 22 120 5 180 175 195 200
1 title = "example: variable and connectivity list sharing" 2 variables = "x", "y", "p" 3 zone t="p_1", n=6, e=4, datapacking=point, zonetype=fetriangle 4 -1.0 0.0 100 5 0.0 0.0 125 6 1.0 0.0 150 7 -0.5 0.8 150 8 0.5 0.8 175 9 0.0 1.6 200 10 1 2 4 11 2 5 4 12 3 5 2 13 5 6 4 14 zone t="p_2", n=6, e=4, datapacking=point, zonetype=fetriangle, varsharelist= ([1, 2]=1), connectivitysharezone = 1 15 110 16 135 17 160 18 165 19 185 20 200 21 zone t="p_3", n=6, e=4, datapacking=point, zonetype=fetriangle, varsharelist= ([1, 2]=1), connectivitysharezone = 1 22 120 5 180 175 195 200
1 title=" quad2" 2 variables=x,y 3 ZONE N=6,E=2,F=FEPOINT,ET=QUADRILATERAL 4 0.5 1.0 5 0.5 1.5 6 0.5 2.0 7 1.0 1.0 8 1.0 1.5 9 1.0 2.0 10 1 4 5 2 11 2 5 6 3
1 TITLE = "2D-quad" 2 VARIABLES = "X", "Y", "Z" 3 Zone I=5,j=4,f=point 4 2.000000 5.000000 -19.178485 5 4.000000 7.000000 26.279464 6 6.000000 9.000000 24.727109 7 8.000000 11.000000 -79.999217 8 10.000000 13.000000 42.016704 9 2.000000 8.000000 19.787165 10 4.000000 10.0000000 -21.760844 11 6.000000 12.000000 -32.194375 12 8.000000 14.000000 79.248588 13 10.000000 16.000000 -28.790332 14 2.000000 11.000000 -19.999804 15 4.0000000 13.000000 16.806681 16 6.000000 15.000000 39.017270 17 8.000000 17.000000 -76.911799 18 10.000000 19.000000 14.987721 19 2.000000 14.000000 19.812147 20 4.000000 16.000000 -11.516133 21 6.000000 18.000000 -45.059235 22 8.000000 20.000000 73.035620 23 10.000000 22.000000 -0.885131
还可以拓展：
比如，我节点上存在不止一个量，那么应该如何写呢，如下：
1 TITLE = "2D-quad" 2 VARIABLES = "X", "Y", "Z1", "Z2", "Z3" 3 Zone I=5,j=4,f=point 4 2 5 -19.178485 10 2.5 5 4 7 26.279464 28 1.75 6 6 9 24.727109 54 1.5 7 8 11 -79.999217 88 1.375 8 10 13 42.016704 130 1.3 9 2 8 19.787165 16 4 10 4 10 -21.760844 40 2.5 11 6 12 -32.194375 72 2 12 8 14 79.248588 112 1.75 13 10 16 -28.790332 160 1.6 14 2 11 -19.999804 22 5.5 15 4 13 16.806681 52 3.25 16 6 15 39.01727 90 2.5 17 8 17 -76.911799 136 2.125 18 10 19 14.987721 190 1.9 19 2 14 19.812147 28 7 20 4 16 -11.516133 64 4 21 6 18 -45.059235 108 3 22 8 20 73.03562 160 2.5 23 10 22 -0.885131 220 2.2
当然，添加上k=1这个参数也是正确的，如下第三行：
1 TITLE = "2D-quad" 2 VARIABLES = "X", "Y", "Z1", "Z2", "Z3" 3 Zone I=5,j=4,k=1,f=point 4 2 5 -19.178485 10 2.5 5 4 7 26.279464 28 1.75 6 6 9 24.727109 54 1.5 7 8 11 -79.999217 88 1.375 8 10 13 42.016704 130 1.3 9 2 8 19.787165 16 4 10 4 10 -21.760844 40 2.5 11 6 12 -32.194375 72 2 12 8 14 79.248588 112 1.75 13 10 16 -28.790332 160 1.6 14 2 11 -19.999804 22 5.5 15 4 13 16.806681 52 3.25 16 6 15 39.01727 90 2.5 17 8 17 -76.911799 136 2.125 18 10 19 14.987721 190 1.9 19 2 14 19.812147 28 7 20 4 16 -11.516133 64 4 21 6 18 -45.059235 108 3 22 8 20 73.03562 160 2.5 23 10 22 -0.885131 220 2.2
拓展，比如我要现实一个区域两个不同时刻的值。在有限元二位计算中经常出现用不同时步让显示节点位移或增量位移等情况，就可以用这个扩展：
1 TITLE = "2D-quad1" 2 VARIABLES = "X", "Y", "Z1", "Z2", "Z3" 3 Zone I=5,j=4,k=1,f=point 4 2 5 -19.178485 10 2.5 5 4 7 26.279464 28 1.75 6 6 9 24.727109 54 1.5 7 8 11 -79.999217 88 1.375 8 10 13 42.016704 130 1.3 9 2 8 19.787165 16 4 10 4 10 -21.760844 40 2.5 11 6 12 -32.194375 72 2 12 8 14 79.248588 112 1.75 13 10 16 -28.790332 160 1.6 14 2 11 -19.999804 22 5.5 15 4 13 16.806681 52 3.25 16 6 15 39.01727 90 2.5 17 8 17 -76.911799 136 2.125 18 10 19 14.987721 190 1.9 19 2 14 19.812147 28 7 20 4 16 -11.516133 64 4 21 6 18 -45.059235 108 3 22 8 20 73.03562 160 2.5 23 10 22 -0.885131 220 2.2 24 TITLE = "2D-quad2" 25 VARIABLES = "X", "Y", "Z1", "Z2", "Z3" 26 Zone I=5,j=4,k=1,f=point 27 2 5 -19.178485 4 25 28 4 7 26.279464 16 49 29 6 9 24.727109 36 81 30 8 11 -79.999217 64 121 31 10 13 42.016704 100 169 32 2 8 19.787165 4 64 33 4 10 -21.760844 16 100 34 6 12 -32.194375 36 144 35 8 14 79.248588 64 196 36 10 16 -28.790332 100 256 37 2 11 -19.999804 4 121 38 4 13 16.806681 16 169 39 6 15 39.01727 36 225 40 8 17 -76.911799 64 289 41 10 19 14.987721 100 361 42 2 14 19.812147 4 196 43 4 16 -11.516133 16 256 44 6 18 -45.059235 36 324 45 8 20 73.03562 64 400 46 10 22 -0.885131 100 484
1 TITLE = "2D-quad1" 2 VARIABLES = "X", "Y", "Z1", "x*y", "y/x" 3 Zone t="zone-t1", I=5,j=4,k=1,f=point 4 2 5 -19.178485 10 2.5 5 4 7 26.279464 28 1.75 6 6 9 24.727109 54 1.5 7 8 11 -79.999217 88 1.375 8 10 13 42.016704 130 1.3 9 2 8 19.787165 16 4 10 4 10 -21.760844 40 2.5 11 6 12 -32.194375 72 2 12 8 14 79.248588 112 1.75 13 10 16 -28.790332 160 1.6 14 2 11 -19.999804 22 5.5 15 4 13 16.806681 52 3.25 16 6 15 39.01727 90 2.5 17 8 17 -76.911799 136 2.125 18 10 19 14.987721 190 1.9 19 2 14 19.812147 28 7 20 4 16 -11.516133 64 4 21 6 18 -45.059235 108 3 22 8 20 73.03562 160 2.5 23 10 22 -0.885131 220 2.2 24 VARIABLES = "X", "Y", "Z1", "x*x", "y*y" 25 Zone t="zone-t2", I=5,j=4,k=1,f=point 26 2 5 -19.178485 4 25 27 4 7 26.279464 16 49 28 6 9 24.727109 36 81 29 8 11 -79.999217 64 121 30 10 13 42.016704 100 169 31 2 8 19.787165 4 64 32 4 10 -21.760844 16 100 33 6 12 -32.194375 36 144 34 8 14 79.248588 64 196 35 10 16 -28.790332 100 256 36 2 11 -19.999804 4 121 37 4 13 16.806681 16 169 38 6 15 39.01727 36 225 39 8 17 -76.911799 64 289 40 10 19 14.987721 100 361 41 2 14 19.812147 4 196 42 4 16 -11.516133 16 256 43 6 18 -45.059235 36 324 44 8 20 73.03562 64 400 45 10 22 -0.885131 100 484
上面代码是顺序数据结果中两种不同的数
据排布方法中的一种，把“f=point” 改成“f=block”,那
么Tecplot会先期待所有关于x的值，接着是
y,z。
1 TITLE = "same mesh" 2 variables="x","y","z" 3 zone I=5,j=4,f=block 4 2.000000 4.000000 6.000000 8.000000 10.000000 5 2.000000 4.000000 6.000000 8.000000 10.00000 6 2.000000 4.000000 6.000000 8.000000 10.000000 7 2.000000 4.000000 6.000000 8.000000 10.000000 8 5.000000 7.000000 9.000000 11.000000 13.000000 9 8.000000 10.000000 12.000000 14.000000 16.000000 10 11.000000 13.000000 15.000000 17.000000 19.000000 11 14.000000 16.000000 18.000000 20.000000 22.000000 12 -19.178485 26.279464 24.727109 -79.999217 42.016704 13 19.787165 -21.760844 -32.194375 79.248588 -28.790332 14 -19.999804 16.806681 39.017270 -76.911799 14.987721 15 19.812147 -11.516133 -45.059235 73.035620 -0.885131
1 Title="finite-element data for brick" 2 Variables="x","y","z" 3 Zone n=45,e=16,f=fepoint,et=brick 4 .000000 .000000 .000000 5 .000000 1.000000 .000000 6 .000000 2.000000 .000000 7 .000000 .000000 1.000000 8 .000000 1.000000 1.000000 9 .000000 2.000000 1.000000 10 .000000 .000000 2.000000 11 .000000 1.000000 2.000000 12 .000000 2.000000 2.000000 13 14 3.000000 .000000 .000000 15 3.000000 1.000000 .000000 16 3.000000 2.000000 .000000 17 2.500000 .000000 1.000000 18 2.500000 1.000000 1.000000 19 2.500000 2.000000 1.000000 20 2.000000 .000000 2.000000 21 2.000000 1.000000 2.000000 22 2.000000 2.000000 2.000000 23 24 6.000000 .000000 .000000 25 6.000000 1.000000 .000000 26 6.000000 2.000000 .000000 27 5.000000 .000000 1.000000 28 5.000000 1.000000 1.000000 29 5.000000 2.000000 1.000000 30 4.000000 .000000 2.000000 31 4.000000 1.000000 2.000000 32 4.000000 2.000000 2.000000 33 34 8.000000 .000000 .000000 35 8.000000 1.000000 .000000 36 8.000000 2.000000 .000000 37 7.500000 .000000 1.000000 38 7.500000 1.000000 1.000000 39 7.500000 2.000000 1.000000 40 7.000000 .000000 2.000000 41 7.000000 1.000000 2.000000 42 7.000000 2.000000 2.000000 43 44 10.000000 .000000 .000000 45 10.000000 1.000000 .000000 46 10.000000 2.000000 .000000 47 10.000000 .000000 1.000000 48 10.000000 1.000000 1.000000 49 10.000000 2.000000 1.000000 50 10.000000 .000000 2.000000 51 10.000000 1.000000 2.000000 52 10.000000 2.000000 2.000000 53 54 1 10 11 2 4 13 14 5 55 4 13 14 5 7 16 17 8 56 2 11 12 3 5 14 15 6 57 5 14 15 6 8 17 18 9 58 10 19 20 11 13 22 23 14 59 13 22 23 14 16 25 26 17 60 11 20 21 12 14 23 24 15 61 14 23 24 15 17 26 27 18 62 19 28 29 20 22 31 32 23 63 22 31 32 23 25 34 35 26 64 20 29 30 21 23 32 33 24 65 23 32 33 24 26 35 36 27 66 28 37 38 29 31 40 41 32 67 31 40 41 32 34 43 44 35 68 29 38 39 30 32 41 42 33 69 32 41 42 33 35 44 45 36
文本自上而下分别是不同节点（1,2,3,4...45，只不过节点编号在坐标前面没有显示）的（x,y,z）坐标，之后是不同单元（1,2,3,4...16，也没有在节点编号前显示）由哪些节点编号的节点组成（这些节点组成单元是有顺序的，不能打乱同行的节点编号），但不同行节点编号可以整行变换，也就是单元可以整体换在文本中位置，但节点在单元内的位置不能换。
比如：
1 10 11 2 4 13 14 5 4 13 14 5 7 16 17 8 2 11 12 3 5 14 15 6 5 14 15 6 8 17 18 9 10 19 20 11 13 22 23 14 13 22 23 14 16 25 26 17 11 20 21 12 14 23 24 15 14 23 24 15 17 26 27 18 19 28 29 20 22 31 32 23 22 31 32 23 25 34 35 26 20 29 30 21 23 32 33 24 23 32 33 24 26 35 36 27 28 37 38 29 31 40 41 32 31 40 41 32 34 43 44 35 29 38 39 30 32 41 42 33 32 41 42 33 35 44 45 36 和下面的整行交换后效果一样： 4 13 14 5 7 16 17 8 1 10 11 2 4 13 14 5 2 11 12 3 5 14 15 6 5 14 15 6 8 17 18 9 10 19 20 11 13 22 23 14 13 22 23 14 16 25 26 17 11 20 21 12 14 23 24 15 14 23 24 15 17 26 27 18 19 28 29 20 22 31 32 23 22 31 32 23 25 34 35 26 20 29 30 21 23 32 33 24 23 32 33 24 26 35 36 27 28 37 38 29 31 40 41 32 31 40 41 32 34 43 44 35 29 38 39 30 32 41 42 33 32 41 42 33 35 44 45 36 但下面节点编号交换就不行： 10 1 11 2 4 13 14 5 4 13 14 5 7 16 17 8 2 11 12 3 5 14 15 6 5 14 15 6 8 17 18 9 10 19 20 11 13 22 23 14 13 22 23 14 16 25 26 17 11 20 21 12 14 23 24 15 14 23 24 15 17 26 27 18 19 28 29 20 22 31 32 23 22 31 32 23 25 34 35 26 20 29 30 21 23 32 33 24 23 32 33 24 26 35 36 27 28 37 38 29 31 40 41 32 31 40 41 32 34 43 44 35 29 38 39 30 32 41 42 33 32 41 42 33 35 44 45 36
1 Title="finite-element,data,for,brick" 2 Variables="x","y","z" 3 Zone,n=45,e=16,f=fepoint,et=brick 4 .000000,.000000,.000000 5 .000000,1.000000,.000000 6 .000000,2.000000,.000000 7 .000000,.000000,1.000000 8 .000000,1.000000,1.000000 9 .000000,2.000000,1.000000 10 .000000,.000000,2.000000 11 .000000,1.000000,2.000000 12 .000000,2.000000,2.000000 13 14 3.000000,.000000,.000000 15 3.000000,1.000000,.000000 16 3.000000,2.000000,.000000 17 2.500000,.000000,1.000000 18 2.500000,1.000000,1.000000 19 2.500000,2.000000,1.000000 20 2.000000,.000000,2.000000 21 2.000000,1.000000,2.000000 22 2.000000,2.000000,2.000000 23 24 6.000000,.000000,.000000 25 6.000000,1.000000,.000000 26 6.000000,2.000000,.000000 27 5.000000,.000000,1.000000 28 5.000000,1.000000,1.000000 29 5.000000,2.000000,1.000000 30 4.000000,.000000,2.000000 31 4.000000,1.000000,2.000000 32 4.000000,2.000000,2.000000 33 34 8.000000,.000000,.000000 35 8.000000,1.000000,.000000 36 8.000000,2.000000,.000000 37 7.500000,.000000,1.000000 38 7.500000,1.000000,1.000000 39 7.500000,2.000000,1.000000 40 7.000000,.000000,2.000000 41 7.000000,1.000000,2.000000 42 7.000000,2.000000,2.000000 43 44 10.000000,.000000,.000000 45 10.000000,1.000000,.000000 46 10.000000,2.000000,.000000 47 10.000000,.000000,1.000000 48 10.000000,1.000000,1.000000 49 10.000000,2.000000,1.000000 50 10.000000,.000000,2.000000 51 10.000000,1.000000,2.000000 52 10.000000,2.000000,2.000000 53 54 55 1,10,11,2,4,13,14,5 56 4,13,14,5,7,16,17,8 57 58 2,11,12,3,5,14,15,6 59 5,14,15,6,8,17,18,9 60 10,19,20,11,13,22,23,14 61 13,22,23,14,16,25,26,17 62 11,20,21,12,14,23,24,15 63 14,23,24,15,17,26,27,18 64 19,28,29,20,22,31,32,23 65 22,31,32,23,25,34,35,26 66 20,29,30,21,23,32,33,24 67 23,32,33,24,26,35,36,27 68 28,37,38,29,31,40,41,32 69 31,40,41,32,34,43,44,35 70 29,38,39,30,32,41,42,33 71 32,41,42,33,35,44,45,36
1 Title= "sample finite-element data " 2 Variables="x","y","a","b" 3 Zone n=5,e=4, f=fepoint ,et=triangle 4 0.0 0.0 1.0 2.0 5 -1.0 -1.0 0.0 2.2 6 -1.0 1.0 0.0 3.0 7 1.0 1.0 0.0 3.4 8 1.0 -1.0 0.0 1. 1 9 1 2 3 10 1 3 4 11 1 4 5 12 1 5 2
实战出图：
1 title="Feadam 2d model post-process" 2 variables= "X", "Y",DELTA-X DELTA-Y X-DISP Y-DISP TOTAL 3 ZONE t="LAYER NUMBER = 1" ,N=32, E=21, F=FEPOINT, ET=QUADRILATERAL,VARLOCATION=([8-17]=CELLCENTERED) 4 0.000 0.000 0.0000 0.0000 0.0000 0.0000 0.0000 5 50.000 0.000 0.0000 0.0000 0.0000 0.0000 0.0000 6 80.000 0.000 0.0000 0.0000 0.0000 0.0000 0.0000 7 100.000 0.000 0.0000 0.0000 0.0000 0.0000 0.0000 8 120.000 0.000 0.0000 0.0000 0.0000 0.0000 0.0000 9 140.000 0.000 0.0000 0.0000 0.0000 0.0000 0.0000 10 160.000 0.000 0.0000 0.0000 0.0000 0.0000 0.0000 11 180.000 0.000 0.0000 0.0000 0.0000 0.0000 0.0000 12 200.000 0.000 0.0000 0.0000 0.0000 0.0000 0.0000 13 0.000 15.000 0.0000 0.0012 0.0000 0.0012 0.0012 14 50.000 15.000 0.0126 0.0005 -0.0126 0.0005 0.0126 15 80.000 15.000 0.0343 0.0039 -0.0343 0.0039 0.0346 16 100.000 15.000 0.0722 0.0024 -0.0722 0.0024 0.0722 17 120.000 15.000 0.0779 -0.0763 -0.0779 -0.0763 0.1090 18 140.000 15.000 0.0344 -0.0794 -0.0344 -0.0794 0.0865 19 160.000 15.000 0.0157 -0.0714 -0.0157 -0.0714 0.0731 20 180.000 15.000 0.0060 -0.0716 -0.0060 -0.0716 0.0718 21 200.000 15.000 0.0000 -0.0707 0.0000 -0.0707 0.0707 22 0.000 25.000 0.0000 0.0027 0.0000 0.0027 0.0027 23 50.000 25.000 0.0162 0.0031 -0.0162 0.0031 0.0165 24 80.000 25.000 0.0450 0.0109 -0.0450 0.0109 0.0463 25 100.000 25.000 0.0750 0.0125 -0.0750 0.0125 0.0761 26 120.000 25.000 0.0773 -0.1447 -0.0773 -0.1447 0.1640 27 140.000 25.000 0.0539 -0.1422 -0.0539 -0.1422 0.1521 28 160.000 25.000 0.0225 -0.1310 -0.0225 -0.1310 0.1329 29 180.000 25.000 0.0076 -0.1254 -0.0076 -0.1254 0.1256 30 200.000 25.000 0.0000 -0.1248 0.0000 -0.1248 0.1248 31 120.000 35.000 0.0000 0.0000 0.0000 0.0000 0.0000 32 140.000 35.000 0.0000 0.0000 0.0000 0.0000 0.0000 33 160.000 35.000 0.0000 0.0000 0.0000 0.0000 0.0000 34 180.000 35.000 0.0000 0.0000 0.0000 0.0000 0.0000 35 200.000 35.000 0.0000 0.0000 0.0000 0.0000 0.0000 36 37 1 2 11 10 38 2 3 12 11 39 3 4 13 12 40 4 5 14 13 41 5 6 15 14 42 6 7 16 15 43 7 8 17 16 44 8 9 18 17 45 10 11 20 19 46 11 12 21 20 47 12 13 22 21 48 13 14 23 22 49 14 15 24 23 50 15 16 25 24 51 16 17 26 25 52 17 18 27 26 53 22 23 28 28 54 23 24 29 28 55 24 25 30 29 56 25 26 31 30 57 26 27 32 31
1 TITLE = "feadam 2d model post-process" 2 VARIABLES = "x" 3 "y" 4 "delta-x" 5 "delta-y" 6 "x-disp" 7 "y-disp" 8 "total" 9 ELAS-MOD BULK-MOD POIS EPS-X EPS-Y GAM-XY EPS-1 EPS-3 GAMMAX EPS-V 10 SIG-X SIG-Y TAU-XY SIG-1 SIG-3 TAU-MAX THETA SIG1/SIG3 TAUXY/SIGY SLCRIT SLPRES 11 12 13 ZONE T="LOAD CASE AFTER CONSTRUCTION 1" 14 STRANDID=0, SOLUTIONTIME=0 15 Nodes=39, Elements=28, ZONETYPE=FEQuadrilateral 16 DATAPACKING=BLOCK 17 varlocation=([8-28]=cellcentered) 18 19 0.000000000E+000 5.000000000E+001 8.000000000E+001 1.000000000E+002 1.200000000E+002 20 1.400000000E+002 1.600000000E+002 1.800000000E+002 2.000000000E+002 0.000000000E+000 21 5.000000000E+001 8.000000000E+001 1.000000000E+002 1.200000000E+002 1.400000000E+002 22 1.600000000E+002 1.800000000E+002 2.000000000E+002 0.000000000E+000 5.000000000E+001 23 8.000000000E+001 1.000000000E+002 1.200000000E+002 1.400000000E+002 1.600000000E+002 24 1.800000000E+002 2.000000000E+002 1.200000000E+002 1.400000000E+002 1.600000000E+002 25 1.800000000E+002 2.000000000E+002 1.400000000E+002 1.600000000E+002 1.800000000E+002 26 2.000000000E+002 1.600000000E+002 1.800000000E+002 2.000000000E+002 27 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 28 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 1.500000000E+001 29 1.500000000E+001 1.500000000E+001 1.500000000E+001 1.500000000E+001 1.500000000E+001 30 1.500000000E+001 1.500000000E+001 1.500000000E+001 2.500000000E+001 2.500000000E+001 31 2.500000000E+001 2.500000000E+001 2.500000000E+001 2.500000000E+001 2.500000000E+001 32 2.500000000E+001 2.500000000E+001 3.500000000E+001 3.500000000E+001 3.500000000E+001 33 3.500000000E+001 3.500000000E+001 4.500000000E+001 4.500000000E+001 4.500000000E+001 34 4.500000000E+001 5.500000000E+001 5.500000000E+001 5.500000000E+001 35 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 36 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 37 -3.100000089E-003 -1.000000047E-003 1.200000057E-003 1.000000047E-003 -4.000000190E-003 38 -7.600000128E-003 -5.599999800E-003 0.000000000E+000 0.000000000E+000 -1.000000047E-003 39 -2.099999925E-003 -5.700000096E-003 -4.800000228E-003 -8.999999613E-003 -1.119999960E-002 40 -7.799999788E-003 0.000000000E+000 -1.319999993E-002 -9.800000116E-003 -1.009999961E-002 41 -6.800000090E-003 0.000000000E+000 -1.030000020E-002 -6.500000134E-003 -3.400000045E-003 42 0.000000000E+000 3.000000142E-004 1.799999969E-003 0.000000000E+000 43 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 44 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 -1.090000011E-002 45 -2.040000074E-002 -2.060000040E-002 -1.810000092E-002 -9.499999695E-003 -5.599999800E-003 46 -8.100000210E-003 -1.229999959E-002 -1.370000001E-002 -1.979999989E-002 -3.500000015E-002 47 -3.180000186E-002 -3.200000152E-002 -1.549999975E-002 -7.899999619E-003 -1.400000043E-002 48 -2.250000089E-002 -2.559999935E-002 -1.830000058E-002 -9.800000116E-003 -1.850000024E-002 49 -3.209999949E-002 -3.550000116E-002 -1.279999968E-002 -2.199999988E-002 -3.990000114E-002 50 -4.369999841E-002 -2.500000037E-002 -4.820000008E-002 -4.769999906E-002 51 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 52 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 53 -2.730000019E-002 -6.800000370E-002 -1.419000030E-001 -2.045000046E-001 -1.645999998E-001 54 -1.076000035E-001 -4.820000008E-002 0.000000000E+000 0.000000000E+000 -3.099999949E-002 55 -9.170000255E-002 -1.972000003E-001 -2.175000012E-001 -2.116000056E-001 -1.356000006E-001 56 -6.400000304E-002 0.000000000E+000 -1.168000028E-001 -1.033999994E-001 -1.010999978E-001 57 -5.330000073E-002 0.000000000E+000 -3.519999981E-002 -2.329999954E-002 -1.899999939E-002 58 0.000000000E+000 3.000000142E-004 1.799999969E-003 0.000000000E+000 59 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 60 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 -8.899999782E-003 61 -1.950000040E-002 -1.360000018E-002 -3.999999899E-004 -9.849999845E-002 -1.606000066E-001 62 -1.924999952E-001 -2.075999975E-001 -2.075999975E-001 -1.480000000E-002 -3.020000085E-002 63 -8.500000462E-003 2.129999921E-002 -1.761000007E-001 -2.827999890E-001 -3.555000126E-001 64 -3.693000078E-001 -3.727000058E-001 -3.089999966E-002 -1.738000065E-001 -2.874999940E-001 65 -3.265999854E-001 -3.264000118E-001 -5.050000176E-002 -1.604000032E-001 -2.171999961E-001 66 -2.281000018E-001 -2.500000037E-002 -4.820000008E-002 -4.769999906E-002 67 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 68 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 8.899999782E-003 69 3.350000083E-002 6.939999759E-002 1.419000030E-001 2.268999964E-001 2.300000042E-001 70 2.205000073E-001 2.131000012E-001 2.075999975E-001 1.480000000E-002 4.329999909E-002 71 9.210000187E-002 1.984000057E-001 2.799000144E-001 3.531999886E-001 3.804999888E-001 72 3.747999966E-001 3.727000058E-001 1.208000034E-001 2.022999972E-001 3.048000038E-001 73 3.309000134E-001 3.264000118E-001 6.150000170E-002 1.620000005E-001 2.180999964E-001 74 2.281000018E-001 2.500000037E-002 4.820000008E-002 4.769999906E-002 75 76 57 60.4 56.7 66.4 66.6 72.2 79.6 85.7 53.9 88.8 78.6 59 73.2 65.5 69 73.2 354.2 188.7 159.2 113.1 118.4 129.6 160.5 174.6 151.2 124.8 177.8 184.7 77 94.3 96.2 97.8 104.4 110.9 117.5 121 122.8 79.5 88.9 88.4 94 107.6 111.2 115.8 117.4 315.8 168.3 141.9 108.5 119 115.6 143.1 155.7 134.8 111.3 158.5 164.7 78 0.399 0.395 0.403 0.394 0.4 0.398 0.39 0.384 0.387 0.333 0.352 0.395 0.387 0.402 0.401 0.396 0.313 0.313 0.313 0.326 0.334 0.313 0.313 0.313 0.313 0.313 0.313 0.313 79 0.027 0.068 0.185 0.156 -0.1 -0.143 -0.148 -0.121 0.058 0.169 0.449 0.207 -0.114 -0.333 -0.327 -0.28 0.09 0.011 -0.117 -0.261 -0.274 -0.027 -0.041 -0.079 -0.122 -0.019 -0.012 -0.004 80 0.094 0.11 0.047 0.33 0.864 1.177 1.334 1.384 0.083 0.028 -0.134 0.28 0.999 1.426 1.624 1.635 -0.006 0.163 0.481 0.728 0.806 0.057 0.171 0.319 0.376 0.03 0.056 0.061 81 0.101 0.308 0.667 1.4 1.386 0.987 0.557 0.161 0.045 0.091 0.288 1.081 0.722 0.636 0.291 0.087 -0.033 0.242 0.163 0.071 -0.006 -0.073 0.191 0.045 -0.013 -0.022 0.043 -0.018 82 0.122 0.245 0.456 0.948 1.226 1.341 1.384 1.388 0.096 0.183 0.482 0.785 1.106 1.482 1.634 1.636 0.092 0.23 0.492 0.73 0.806 0.071 0.208 0.32 0.376 0.033 0.063 0.063 83 0 -0.066 -0.225 -0.462 -0.462 -0.307 -0.199 -0.125 0.045 0.014 -0.168 -0.298 -0.221 -0.388 -0.338 -0.281 -0.009 -0.056 -0.128 -0.263 -0.274 -0.041 -0.078 -0.08 -0.122 -0.021 -0.018 -0.005 84 0.122 0.311 0.681 1.41 1.688 1.648 1.583 1.513 0.051 0.168 0.65 1.083 1.327 1.87 1.973 1.917 0.101 0.286 0.62 0.992 1.08 0.112 0.286 0.4 0.499 0.054 0.081 0.068 85 0.122 0.178 0.232 0.486 0.764 1.035 1.185 1.263 0.142 0.197 0.315 0.487 0.885 1.093 1.296 1.354 0.084 0.174 0.364 0.467 0.532 0.03 0.13 0.24 0.254 0.011 0.045 0.057 86 87 88 89 90 0.414 0.482 0.579 0.784 0.958 1.195 1.333 1.418 0.201 0.299 0.468 0.52 0.79 0.891 1.067 1.134 0.381 0.361 0.384 0.294 0.347 0.073 0.238 0.317 0.263 0.066 0.185 0.212 91 0.749 0.803 0.819 1.159 1.634 2.1 2.374 2.512 0.302 0.337 0.368 0.632 1.26 1.65 2.014 2.116 0.321 0.715 1.289 1.494 1.667 0.231 0.663 1.012 1.035 0.188 0.427 0.454 92 0.019 0.073 0.154 0.248 0.274 0.237 0.148 0.046 0.008 0.022 0.054 0.163 0.151 0.131 0.069 0.022 0.005 0.161 0.098 0.031 -0.003 -0.003 0.124 0.03 -0.008 0.023 0.029 -0.012 93 0.75 0.818 0.894 1.283 1.731 2.158 2.395 2.514 0.303 0.347 0.492 0.749 1.304 1.672 2.019 2.117 0.382 0.778 1.3 1.494 1.667 0.231 0.697 1.013 1.035 0.192 0.431 0.455 94 0.413 0.466 0.504 0.66 0.861 1.136 1.312 1.417 0.201 0.289 0.344 0.404 0.745 0.87 1.062 1.133 0.32 0.299 0.374 0.293 0.347 0.073 0.204 0.316 0.263 0.062 0.181 0.211 95 0.169 0.176 0.195 0.311 0.435 0.511 0.541 0.549 0.051 0.029 0.074 0.173 0.279 0.401 0.478 0.492 0.031 0.24 0.463 0.601 0.66 0.079 0.246 0.349 0.386 0.065 0.125 0.122 96 3.254 12.228 26.105 26.451 19.532 13.828 7.935 2.406 4.513 24.436 66.577 35.518 16.37 9.503 4.138 1.288 85.235 21.183 6.088 1.475 -0.14 -0.991 15.153 2.446 -0.596 10.402 6.754 -2.919 97 1.816 1.755 1.776 1.943 2.01 1.899 1.825 1.775 1.508 1.202 1.428 1.856 1.75 1.922 1.9 1.868 1.193 2.604 3.479 5.104 4.802 3.182 3.412 3.208 3.93 3.107 2.374 2.15 98 0.025 0.091 0.189 0.214 0.168 0.113 0.062 0.018 0.026 0.065 0.146 0.258 0.12 0.079 0.034 0.01 0.016 0.226 0.076 0.021 -0.002 -0.012 0.187 0.029 -0.008 0.123 0.068 -0.027 99 0.267 0.259 0.277 0.371 0.411 0.376 0.352 0.334 0.12 0.104 0.199 0.292 0.296 0.37 0.371 0.362 0.057 0.187 0.339 0.473 0.494 0.079 0.211 0.268 0.312 0.065 0.11 0.104 100 0.264 0.255 0.268 0.351 0.4 0.375 0.352 0.334 0.12 0.057 0.129 0.275 0.288 0.366 0.371 0.362 0.024 0.187 0.339 0.473 0.494 0.079 0.211 0.268 0.312 0.065 0.11 0.104 101 102 103 1 2 11 10 104 2 3 12 11 105 3 4 13 12 106 4 5 14 13 107 5 6 15 14 108 6 7 16 15 109 7 8 17 16 110 8 9 18 17 111 10 11 20 19 112 11 12 21 20 113 12 13 22 21 114 13 14 23 22 115 14 15 24 23 116 15 16 25 24 117 16 17 26 25 118 17 18 27 26 119 22 23 28 28 120 23 24 29 28 121 24 25 30 29 122 25 26 31 30 123 26 27 32 31 124 28 29 33 33 125 29 30 34 33 126 30 31 35 34 127 31 32 36 35 128 33 34 37 37 129 34 35 38 37 130 35 36 39 38 131 132 133 134
模型节点编号：
单元编号：
整个处理过程说一下；
1 EXAM 2 3 4 5 TOTAL NUMBER OF ELEMENTS********** 28 6 TOTAL NUMBER OF NODES************* 39 7 NUMBER OF ELEMENTS IN FOUNDATION** 16 8 NUMBER OF NODES IN FOUNDATION***** 27 9 NUMBER OF PREEXISTING ELEMENTS**** 0 10 NUMBER OF PREEXISTING NODES******* 0 11 NUMBER OF DIFF. MATERIALS********* 2 12 NUMBER OF CONSTRUCTION LAYERS***** 3 13 NUMBER OF LOAD CASES************** 1 14 15 RESULTS OF THE FOLLOWING LOAD INCREMENTS WILL BE PRINTED 16 17 1 2 3 4 18 19 EXECUTION STOPS AT THE END OF INCREMENT NO. 4 20 21 22 FINAL RESULTS ARE NOT PUNCHED OUT 23 24 25 26 27 28 MATERIAL PROPERTY DATA 29 30 ATMOSPHERIC PRESSURE= 1.0580 31 32 33 YOUNG'S MODULUS BULK MODULUS 34 MAT UNIT WT K KUR N RF KB M C PHI DPHI KO 35 36 1 0.0350 120.0 180.0 0.50 0.70 110.00 0.20 0.13 30.00 0.00 0.50 37 2 0.0600 400.0 600.0 0.40 0.70 200.00 0.50 0.50 33.00 0.00 0.50 38 39 40 41 42 NODAL POINT INPUT DATA 43 44 NODE NODAL POINT COORDINATES B.C. CODE 45 NUMBER X-ORD Y-ORD XX YY 46 47 1 0.000 0.000 1 1 48 2 50.000 0.000 1 1 49 3 80.000 0.000 1 1 50 4 100.000 0.000 1 1 51 5 120.000 0.000 1 1 52 6 140.000 0.000 1 1 53 7 160.000 0.000 1 1 54 8 180.000 0.000 1 1 55 9 200.000 0.000 1 1 56 10 0.000 15.000 1 0 57 11 50.000 15.000 0 0 58 12 80.000 15.000 0 0 59 13 100.000 15.000 0 0 60 14 120.000 15.000 0 0 61 15 140.000 15.000 0 0 62 16 160.000 15.000 0 0 63 17 180.000 15.000 0 0 64 18 200.000 15.000 1 0 65 19 0.000 25.000 1 0 66 20 50.000 25.000 0 0 67 21 80.000 25.000 0 0 68 22 100.000 25.000 0 0 69 23 120.000 25.000 0 0 70 24 140.000 25.000 0 0 71 25 160.000 25.000 0 0 72 26 180.000 25.000 0 0 73 27 200.000 25.000 1 0 74 28 120.000 35.000 0 0 75 29 140.000 35.000 0 0 76 30 160.000 35.000 0 0 77 31 180.000 35.000 0 0 78 32 200.000 35.000 1 0 79 33 140.000 45.000 0 0 80 34 160.000 45.000 0 0 81 35 180.000 45.000 0 0 82 36 200.000 45.000 1 0 83 37 160.000 55.000 0 0 84 38 180.000 55.000 0 0 85 39 200.000 55.000 1 0 86 87 88 89 90 FOUR NODES SOLID ELEMENT DATA 91 92 ELE CONNECTED NODES MATL ELEMENT CENTER COORDINATES 93 NO. I J K L NO. X-ORD Y-ORD 94 95 1 1 2 11 10 1 25.000 7.500 96 2 2 3 12 11 1 65.000 7.500 97 3 3 4 13 12 1 90.000 7.500 98 4 4 5 14 13 1 110.000 7.500 99 5 5 6 15 14 1 130.000 7.500 100 6 6 7 16 15 1 150.000 7.500 101 7 7 8 17 16 1 170.000 7.500 102 8 8 9 18 17 1 190.000 7.500 103 9 10 11 20 19 1 25.000 20.000 104 10 11 12 21 20 1 65.000 20.000 105 11 12 13 22 21 1 90.000 20.000 106 12 13 14 23 22 1 110.000 20.000 107 13 14 15 24 23 1 130.000 20.000 108 14 15 16 25 24 1 150.000 20.000 109 15 16 17 26 25 1 170.000 20.000 110 16 17 18 27 26 1 190.000 20.000 111 17 22 23 28 28 2 115.000 30.000 112 18 23 24 29 28 2 130.000 30.000 113 19 24 25 30 29 2 150.000 30.000 114 20 25 26 31 30 2 170.000 30.000 115 21 26 27 32 31 2 190.000 30.000 116 22 28 29 33 33 2 135.000 40.000 117 23 29 30 34 33 2 150.000 40.000 118 24 30 31 35 34 2 170.000 40.000 119 25 31 32 36 35 2 190.000 40.000 120 26 33 34 37 37 2 155.000 50.000 121 27 34 35 38 37 2 170.000 50.000 122 28 35 36 39 38 2 190.000 50.000 123 124 125 126 127 EQUATION NUMBERS 128 129 N X Y 130 131 1 0 0 132 2 0 0 133 3 0 0 134 4 0 0 135 5 0 0 136 6 0 0 137 7 0 0 138 8 0 0 139 9 0 0 140 10 0 1 141 11 2 3 142 12 4 5 143 13 6 7 144 14 8 9 145 15 10 11 146 16 12 13 147 17 14 15 148 18 0 16 149 19 0 17 150 20 18 19 151 21 20 21 152 22 22 23 153 23 24 25 154 24 26 27 155 25 28 29 156 26 30 31 157 27 0 32 158 28 33 34 159 29 35 36 160 30 37 38 161 31 39 40 162 32 0 41 163 33 42 43 164 34 44 45 165 35 46 47 166 36 0 48 167 37 49 50 168 38 51 52 169 39 0 53 170 171 172 BAND WIDTH************************ 20 173 NUMBER OF EQUATIONS*************** 53 174 NUMBER OF EQUATIONS IN BLOCK****** 53 175 176 177 178 179 CONSTRUCTION LAYER INFORMATION 180 181 LAYER ADDED ELEMENTS ADDED NODES NODES OF HUMPED SURFACE 182 183 1 17 21 28 32 22 28 32 27 184 2 22 25 33 36 28 33 36 32 185 3 26 28 37 39 33 37 39 36 186 187 188 189 FOUNDATION PART INFORMATION 190 191 192 NUMBER OF LAYERS IN FOUNDATION**** 2 193 ELEVATION OF RIGID BOUNDARY******* 0.000 194 195 LAYER MAT. NO. INCLUSIVE ELEMENTS ELEVATION 196 197 1 1 1 8 15.000 198 2 1 9 16 25.000 199 200 201 202 203 INITIAL VALUES IN ELEMENTS 204 205 ELE X-ORD Y-ORD ELAS MOD BULK MOD SIG-X SIG-Y TAU-XY SLCRIT 206 207 208 1 25.000 7.500 43.5 90.8 0.306 0.612 0.000 0.343 209 2 65.000 7.500 43.5 90.8 0.306 0.612 0.000 0.343 210 3 90.000 7.500 43.5 90.8 0.306 0.612 0.000 0.343 211 4 110.000 7.500 43.5 90.8 0.306 0.612 0.000 0.343 212 5 130.000 7.500 43.5 90.8 0.306 0.612 0.000 0.343 213 6 150.000 7.500 43.5 90.8 0.306 0.612 0.000 0.343 214 7 170.000 7.500 43.5 90.8 0.306 0.612 0.000 0.343 215 8 190.000 7.500 43.5 90.8 0.306 0.612 0.000 0.343 216 9 25.000 20.000 29.7 70.7 0.087 0.175 0.000 0.166 217 10 65.000 20.000 29.7 70.7 0.087 0.175 0.000 0.166 218 11 90.000 20.000 29.7 70.7 0.087 0.175 0.000 0.166 219 12 110.000 20.000 29.7 70.7 0.087 0.175 0.000 0.166 220 13 130.000 20.000 29.7 70.7 0.087 0.175 0.000 0.166 221 14 150.000 20.000 29.7 70.7 0.087 0.175 0.000 0.166 222 15 170.000 20.000 29.7 70.7 0.087 0.175 0.000 0.166 223 16 190.000 20.000 29.7 70.7 0.087 0.175 0.000 0.166 224 17 115.000 30.000 123.0 109.7 0.075 0.150 0.034 0.000 225 18 130.000 30.000 139.3 124.2 0.150 0.300 0.000 0.037 226 19 150.000 30.000 139.3 124.2 0.150 0.300 0.000 0.037 227 20 170.000 30.000 139.3 124.2 0.150 0.300 0.000 0.037 228 21 190.000 30.000 139.3 124.2 0.150 0.300 0.000 0.037 229 22 135.000 40.000 123.0 109.7 0.075 0.150 0.034 0.026 230 23 150.000 40.000 139.3 124.2 0.150 0.300 0.000 0.037 231 24 170.000 40.000 139.3 124.2 0.150 0.300 0.000 0.037 232 25 190.000 40.000 139.3 124.2 0.150 0.300 0.000 0.037 233 26 155.000 50.000 123.0 109.7 0.075 0.150 0.034 0.026 234 27 170.000 50.000 139.3 124.2 0.150 0.300 0.000 0.037 235 28 190.000 50.000 139.3 124.2 0.150 0.300 0.000 0.037 236 237 238 239 240 241 242 EXAM 243 244 245 246 247 248 ******************************************************** 249 ******************************************************** 250 * * 251 * LAYER NUMBER***************************** 1 * 252 * * 253 ******************************************************** 254 ******************************************************** 255 256 257 ADDED ELEMENTS******************** 17 THRU 21 258 ADDED NODAL POINTS**************** 28 THRU 32 259 NODAL POINTS OF HUMPED SURFACE**** 22 28 32 27 260 261 BAND WIDTH************************ 20 262 TOTAL NUMBER OF EQUATIONS********* 41 263 NUMBER OF EQUATIONS IN BLOCK****** 41 264 NUMBER OF BLOCKS****************** 1 265 266 267 268 NODAL POINT FORCES (WEIGHTS OF ADDED ELEMENTS) 269 270 NP X-FORCE Y-FORCE 271 272 22 0.000 -2.000 273 23 0.000 -5.000 274 24 0.000 -6.000 275 25 0.000 -6.000 276 26 0.000 -6.000 277 27 0.000 -3.000 278 28 0.000 -5.000 279 29 0.000 -6.000 280 30 0.000 -6.000 281 31 0.000 -6.000 282 32 0.000 -3.000 283 284 285 286 287 288 LAYER NUMBER = 1 ITERATION = 2 289 *********************************************************** 290 291 NP DELTA-X DELTA-Y X-DISP Y-DISP TOTAL NP 292 293 1 0.0000 0.0000 0.0000 0.0000 0.0000 1 294 2 0.0000 0.0000 0.0000 0.0000 0.0000 2 295 3 0.0000 0.0000 0.0000 0.0000 0.0000 3 296 4 0.0000 0.0000 0.0000 0.0000 0.0000 4 297 5 0.0000 0.0000 0.0000 0.0000 0.0000 5 298 6 0.0000 0.0000 0.0000 0.0000 0.0000 6 299 7 0.0000 0.0000 0.0000 0.0000 0.0000 7 300 8 0.0000 0.0000 0.0000 0.0000 0.0000 8 301 9 0.0000 0.0000 0.0000 0.0000 0.0000 9 302 10 0.0000 0.0012 0.0000 0.0012 0.0012 10 303 11 -0.0126 0.0005 -0.0126 0.0005 0.0126 11 304 12 -0.0343 0.0039 -0.0343 0.0039 0.0346 12 305 13 -0.0722 0.0024 -0.0722 0.0024 0.0722 13 306 14 -0.0779 -0.0763 -0.0779 -0.0763 0.1090 14 307 15 -0.0344 -0.0794 -0.0344 -0.0794 0.0865 15 308 16 -0.0157 -0.0714 -0.0157 -0.0714 0.0731 16 309 17 -0.0060 -0.0716 -0.0060 -0.0716 0.0718 17 310 18 0.0000 -0.0707 0.0000 -0.0707 0.0707 18 311 19 0.0000 0.0027 0.0000 0.0027 0.0027 19 312 20 -0.0162 0.0031 -0.0162 0.0031 0.0165 20 313 21 -0.0450 0.0109 -0.0450 0.0109 0.0463 21 314 22 -0.0750 0.0125 -0.0750 0.0125 0.0761 22 315 23 -0.0773 -0.1447 -0.0773 -0.1447 0.1640 23 316 24 -0.0539 -0.1422 -0.0539 -0.1422 0.1521 24 317 25 -0.0225 -0.1310 -0.0225 -0.1310 0.1329 25 318 26 -0.0076 -0.1254 -0.0076 -0.1254 0.1256 26 319 27 0.0000 -0.1248 0.0000 -0.1248 0.1248 27 320 28 0.0000 0.0000 0.0000 0.0000 0.0000 28 321 29 0.0000 0.0000 0.0000 0.0000 0.0000 29 322 30 0.0000 0.0000 0.0000 0.0000 0.0000 30 323 31 0.0000 0.0000 0.0000 0.0000 0.0000 31 324 32 0.0000 0.0000 0.0000 0.0000 0.0000 32 325 326 327 328 329 MODULUS AND POISSON'S RATIO VALUES BASED ON AVERAGE STRESSES DURING THE INCREMENT 330 STRAINS FOR FINAL CONDITION AT END OF INCREMENT 331 332 ELE ELAS MOD BULK MOD POIS EPS-X EPS-Y GAM-XY EPS-1 EPS-3 GAMMAX EPS-V ELE 333 334 1 48.0 91.1 0.412 0.013 -0.006 0.043 0.027 -0.020 0.046 0.007 1 335 2 62.1 91.8 0.387 0.036 -0.015 0.151 0.090 -0.069 0.159 0.021 2 336 3 74.4 93.8 0.368 0.095 -0.021 0.359 0.225 -0.152 0.377 0.074 3 337 4 49.0 96.0 0.415 0.014 0.246 0.697 0.498 -0.237 0.734 0.261 4 338 5 51.3 98.5 0.413 -0.109 0.519 0.382 0.572 -0.162 0.735 0.410 5 339 6 56.5 100.2 0.406 -0.047 0.502 0.147 0.512 -0.056 0.569 0.456 6 340 7 57.8 100.5 0.404 -0.024 0.477 0.073 0.479 -0.027 0.506 0.452 7 341 8 58.6 100.8 0.403 -0.015 0.474 0.018 0.474 -0.015 0.490 0.459 8 342 9 39.4 71.7 0.408 0.029 -0.020 0.018 0.030 -0.022 0.052 0.009 9 343 10 62.2 74.4 0.361 0.084 -0.048 0.052 0.089 -0.053 0.142 0.036 10 344 11 69.7 77.9 0.351 0.170 -0.086 0.068 0.174 -0.090 0.264 0.084 11 345 12 40.3 82.3 0.418 0.020 0.291 0.601 0.485 -0.174 0.659 0.311 12 346 13 46.1 88.2 0.413 -0.167 0.656 0.097 0.659 -0.170 0.829 0.489 13 347 14 48.6 89.0 0.409 -0.125 0.612 0.083 0.615 -0.128 0.742 0.487 14 348 15 52.1 90.3 0.404 -0.061 0.567 0.028 0.567 -0.062 0.629 0.506 15 349 16 53.4 90.6 0.402 -0.034 0.540 0.004 0.540 -0.034 0.574 0.505 16 350 17 123.0 109.7 0.313 0.000 0.000 0.000 0.000 0.000 0.000 0.000 17 351 18 139.3 124.2 0.313 0.000 0.000 0.000 0.000 0.000 0.000 0.000 18 352 19 139.3 124.2 0.313 0.000 0.000 0.000 0.000 0.000 0.000 0.000 19 353 20 139.3 124.2 0.313 0.000 0.000 0.000 0.000 0.000 0.000 0.000 20 354 21 139.3 124.2 0.313 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21 355 356 357 358 359 STRESSES AND STRESS LEVELS FOR FINAL CONDITION AT END OF INCREMENT 360 361 ELE SIG-X SIG-Y TAU-XY SIG-1 SIG-3 TAU-MAX THETA SIG1/SIG3 TAUXY/SIGY SLCRIT SLPRES ELE 362 363 1 0.316 0.616 0.007 0.616 0.316 0.150 1.381 1.951 0.012 0.286 0.278 1 364 2 0.339 0.622 0.034 0.626 0.335 0.146 6.691 1.869 0.054 0.282 0.260 2 365 3 0.413 0.657 0.098 0.691 0.379 0.156 19.363 1.823 0.149 0.273 0.258 3 366 4 0.531 0.918 0.121 0.952 0.497 0.228 15.973 1.917 0.131 0.315 0.315 4 367 5 0.621 1.155 0.069 1.164 0.612 0.276 7.276 1.901 0.060 0.329 0.329 5 368 6 0.683 1.210 0.029 1.212 0.682 0.265 3.195 1.778 0.024 0.292 0.292 6 369 7 0.689 1.202 0.015 1.202 0.689 0.257 1.676 1.745 0.012 0.281 0.281 7 370 8 0.699 1.210 0.004 1.210 0.699 0.255 0.422 1.731 0.003 0.276 0.276 8 371 9 0.101 0.175 0.003 0.175 0.101 0.037 2.006 1.734 0.015 0.135 0.113 9 372 10 0.148 0.175 0.012 0.179 0.143 0.018 20.674 1.253 0.069 0.124 0.049 10 373 11 0.226 0.182 0.017 0.232 0.176 0.028 70.924 1.321 0.096 0.118 0.070 11 374 12 0.320 0.485 0.085 0.521 0.284 0.119 23.037 1.837 0.176 0.233 0.233 12 375 13 0.411 0.767 0.016 0.768 0.410 0.179 2.530 1.872 0.021 0.281 0.281 13 376 14 0.422 0.764 0.014 0.764 0.421 0.172 2.406 1.815 0.019 0.265 0.265 14 377 15 0.459 0.780 0.005 0.780 0.459 0.160 0.938 1.700 0.007 0.235 0.235 15 378 16 0.468 0.774 0.001 0.774 0.468 0.153 0.157 1.653 0.001 0.221 0.221 16 379 17 0.075 0.150 0.034 0.163 0.062 0.050 20.905 2.618 0.224 0.051 0.051 17 380 18 0.150 0.300 0.000 0.300 0.150 0.075 0.000 2.000 0.000 0.068 0.068 18 381 19 0.150 0.300 0.000 0.300 0.150 0.075 0.000 2.000 0.000 0.068 0.068 19 382 20 0.150 0.300 0.000 0.300 0.150 0.075 0.000 2.000 0.000 0.068 0.068 20 383 21 0.150 0.300 0.000 0.300 0.150 0.075 0.000 2.000 0.000 0.068 0.068 21 384 385 386 387 388 389 390 EXAM 391 392 393 394 395 396 ******************************************************** 397 ******************************************************** 398 * * 399 * LAYER NUMBER***************************** 2 * 400 * * 401 ******************************************************** 402 ******************************************************** 403 404 405 ADDED ELEMENTS******************** 22 THRU 25 406 ADDED NODAL POINTS**************** 33 THRU 36 407 NODAL POINTS OF HUMPED SURFACE**** 28 33 36 32 408 409 BAND WIDTH************************ 20 410 TOTAL NUMBER OF EQUATIONS********* 48 411 NUMBER OF EQUATIONS IN BLOCK****** 48 412 NUMBER OF BLOCKS****************** 1 413 414 415 416 NODAL POINT FORCES (WEIGHTS OF ADDED ELEMENTS) 417 418 NP X-FORCE Y-FORCE 419 420 28 0.000 -2.000 421 29 0.000 -5.000 422 30 0.000 -6.000 423 31 0.000 -6.000 424 32 0.000 -3.000 425 33 0.000 -5.000 426 34 0.000 -6.000 427 35 0.000 -6.000 428 36 0.000 -3.000 429 430 431 432 433 434 LAYER NUMBER = 2 ITERATION = 2 435 *********************************************************** 436 437 NP DELTA-X DELTA-Y X-DISP Y-DISP TOTAL NP 438 439 1 0.0000 0.0000 0.0000 0.0000 0.0000 1 440 2 0.0000 0.0000 0.0000 0.0000 0.0000 2 441 3 0.0000 0.0000 0.0000 0.0000 0.0000 3 442 4 0.0000 0.0000 0.0000 0.0000 0.0000 4 443 5 0.0000 0.0000 0.0000 0.0000 0.0000 5 444 6 0.0000 0.0000 0.0000 0.0000 0.0000 6 445 7 0.0000 0.0000 0.0000 0.0000 0.0000 7 446 8 0.0000 0.0000 0.0000 0.0000 0.0000 8 447 9 0.0000 0.0000 0.0000 0.0000 0.0000 9 448 10 0.0000 0.0007 0.0000 0.0018 0.0018 10 449 11 -0.0072 0.0002 -0.0198 0.0007 0.0198 11 450 12 -0.0197 0.0021 -0.0541 0.0060 0.0544 12 451 13 -0.0451 0.0101 -0.1172 0.0125 0.1179 13 452 14 -0.0758 -0.0154 -0.1536 -0.0917 0.1789 14 453 15 -0.0633 -0.0562 -0.0977 -0.1355 0.1671 15 454 16 -0.0326 -0.0676 -0.0483 -0.1390 0.1471 16 455 17 -0.0099 -0.0643 -0.0160 -0.1359 0.1368 17 456 18 0.0000 -0.0605 0.0000 -0.1312 0.1312 18 457 19 0.0000 0.0015 0.0000 0.0042 0.0042 19 458 20 -0.0085 0.0011 -0.0247 0.0041 0.0251 20 459 21 -0.0274 0.0075 -0.0724 0.0184 0.0747 21 460 22 -0.0685 0.0265 -0.1435 0.0390 0.1487 22 461 23 -0.0767 -0.0245 -0.1540 -0.1691 0.2287 23 462 24 -0.0741 -0.1026 -0.1280 -0.2448 0.2763 24 463 25 -0.0390 -0.1256 -0.0615 -0.2565 0.2638 25 464 26 -0.0174 -0.1125 -0.0250 -0.2379 0.2392 26 465 27 0.0000 -0.1079 0.0000 -0.2327 0.2327 27 466 28 -0.0497 -0.0242 -0.0497 -0.0242 0.0553 28 467 29 -0.0418 -0.1290 -0.0418 -0.1290 0.1356 29 468 30 -0.0440 -0.1557 -0.0440 -0.1557 0.1618 30 469 31 -0.0235 -0.1445 -0.0235 -0.1445 0.1464 31 470 32 0.0000 -0.1384 0.0000 -0.1384 0.1384 32 471 33 0.0000 0.0000 0.0000 0.0000 0.0000 33 472 34 0.0000 0.0000 0.0000 0.0000 0.0000 34 473 35 0.0000 0.0000 0.0000 0.0000 0.0000 35 474 36 0.0000 0.0000 0.0000 0.0000 0.0000 36 475 476 477 478 479 MODULUS AND POISSON'S RATIO VALUES BASED ON AVERAGE STRESSES DURING THE INCREMENT 480 STRAINS FOR FINAL CONDITION AT END OF INCREMENT 481 482 ELE ELAS MOD BULK MOD POIS EPS-X EPS-Y GAM-XY EPS-1 EPS-3 GAMMAX EPS-V ELE 483 484 1 54.8 91.6 0.400 0.020 -0.008 0.067 0.042 -0.031 0.073 0.011 1 485 2 68.2 92.9 0.378 0.057 -0.022 0.237 0.143 -0.108 0.250 0.035 2 486 3 53.9 94.8 0.405 0.158 -0.062 0.555 0.347 -0.250 0.597 0.096 3 487 4 52.9 101.2 0.413 0.091 0.264 1.163 0.766 -0.411 1.176 0.355 4 488 5 58.5 106.8 0.409 -0.140 0.757 0.947 0.961 -0.344 1.305 0.618 5 489 6 67.8 110.5 0.398 -0.124 0.915 0.495 0.971 -0.180 1.151 0.791 6 490 7 72.0 111.6 0.393 -0.081 0.916 0.206 0.927 -0.091 1.018 0.836 7 491 8 74.7 112.2 0.389 -0.040 0.890 0.041 0.891 -0.040 0.931 0.850 8 492 9 57.6 73.4 0.369 0.044 -0.029 0.026 0.047 -0.031 0.078 0.015 9 493 10 73.0 79.3 0.347 0.137 -0.079 0.083 0.144 -0.087 0.232 0.057 10 494 11 40.5 80.5 0.416 0.336 -0.195 0.156 0.347 -0.206 0.553 0.141 11 495 12 47.7 91.2 0.413 0.117 0.255 0.914 0.648 -0.276 0.924 0.372 12 496 13 55.7 100.4 0.407 -0.205 0.934 0.452 0.977 -0.248 1.225 0.729 13 497 14 56.2 102.1 0.408 -0.290 1.134 0.255 1.146 -0.301 1.447 0.844 14 498 15 64.1 104.8 0.398 -0.172 1.098 0.057 1.098 -0.173 1.271 0.926 15 499 16 67.3 105.3 0.393 -0.102 1.018 0.020 1.018 -0.103 1.120 0.915 16 500 17 278.2 248.1 0.313 0.041 -0.002 -0.015 0.042 -0.004 0.046 0.039 17 501 18 173.9 155.0 0.313 -0.026 0.131 0.161 0.165 -0.060 0.225 0.105 18 502 19 170.2 151.7 0.313 -0.082 0.283 -0.012 0.283 -0.082 0.366 0.201 19 503 20 160.8 143.4 0.313 -0.105 0.311 -0.005 0.311 -0.105 0.416 0.205 20 504 21 162.1 144.6 0.313 -0.102 0.312 0.004 0.312 -0.102 0.414 0.210 21 505 22 123.0 109.7 0.313 0.000 0.000 0.000 0.000 0.000 0.000 0.000 22 506 23 139.3 124.2 0.313 0.000 0.000 0.000 0.000 0.000 0.000 0.000 23 507 24 139.3 124.2 0.313 0.000 0.000 0.000 0.000 0.000 0.000 0.000 24 508 25 139.3 124.2 0.313 0.000 0.000 0.000 0.000 0.000 0.000 0.000 25 509 510 511 512 513 STRESSES AND STRESS LEVELS FOR FINAL CONDITION AT END OF INCREMENT 514 515 ELE SIG-X SIG-Y TAU-XY SIG-1 SIG-3 TAU-MAX THETA SIG1/SIG3 TAUXY/SIGY SLCRIT SLPRES ELE 516 517 1 0.322 0.619 0.012 0.619 0.322 0.149 2.322 1.923 0.019 0.285 0.272 1 518 2 0.360 0.629 0.055 0.640 0.349 0.146 11.132 1.835 0.088 0.279 0.254 2 519 3 0.456 0.660 0.135 0.727 0.389 0.169 26.506 1.870 0.205 0.276 0.276 3 520 4 0.644 1.008 0.208 1.102 0.550 0.276 24.377 2.006 0.206 0.357 0.357 4 521 5 0.801 1.447 0.187 1.497 0.751 0.373 15.011 1.993 0.129 0.382 0.382 5 522 6 0.963 1.727 0.114 1.744 0.946 0.399 8.307 1.843 0.066 0.340 0.340 6 523 7 1.021 1.790 0.050 1.794 1.018 0.388 3.671 1.762 0.028 0.312 0.312 7 524 8 1.054 1.802 0.010 1.802 1.054 0.374 0.772 1.710 0.006 0.292 0.292 8 525 9 0.112 0.175 0.004 0.175 0.111 0.032 3.736 1.575 0.024 0.132 0.095 9 526 10 0.189 0.170 0.020 0.202 0.157 0.022 57.141 1.285 0.120 0.121 0.058 10 527 11 0.314 0.191 0.030 0.321 0.184 0.068 76.995 1.742 0.157 0.167 0.167 11 528 12 0.401 0.521 0.138 0.611 0.310 0.151 33.319 1.971 0.266 0.281 0.281 12 529 13 0.605 1.086 0.086 1.101 0.590 0.255 9.855 1.865 0.079 0.313 0.313 13 530 14 0.673 1.289 0.049 1.293 0.670 0.312 4.492 1.931 0.038 0.348 0.348 14 531 15 0.784 1.399 0.012 1.399 0.784 0.308 1.096 1.785 0.008 0.305 0.305 15 532 16 0.801 1.371 0.005 1.371 0.801 0.285 0.472 1.711 0.003 0.278 0.278 16 533 17 0.230 0.213 0.018 0.241 0.202 0.019 57.432 1.193 0.083 0.038 0.017 17 534 18 0.232 0.590 0.107 0.619 0.202 0.208 15.386 3.059 0.181 0.179 0.179 18 535 19 0.261 0.885 -0.008 0.885 0.261 0.312 -0.723 3.388 -0.009 0.253 0.253 19 536 20 0.231 0.891 -0.003 0.891 0.231 0.330 -0.276 3.853 -0.004 0.275 0.275 20 537 21 0.241 0.903 0.002 0.903 0.241 0.331 0.198 3.742 0.003 0.274 0.274 21 538 22 0.075 0.150 0.034 0.163 0.062 0.050 20.905 2.618 0.224 0.051 0.051 22 539 23 0.150 0.300 0.000 0.300 0.150 0.075 0.000 2.000 0.000 0.068 0.068 23 540 24 0.150 0.300 0.000 0.300 0.150 0.075 0.000 2.000 0.000 0.068 0.068 24 541 25 0.150 0.300 0.000 0.300 0.150 0.075 0.000 2.000 0.000 0.068 0.068 25 542 543 544 545 546 547 548 EXAM 549 550 551 552 553 554 ******************************************************** 555 ******************************************************** 556 * * 557 * LAYER NUMBER***************************** 3 * 558 * * 559 ******************************************************** 560 ******************************************************** 561 562 563 ADDED ELEMENTS******************** 26 THRU 28 564 ADDED NODAL POINTS**************** 37 THRU 39 565 NODAL POINTS OF HUMPED SURFACE**** 33 37 39 36 566 567 BAND WIDTH************************ 20 568 TOTAL NUMBER OF EQUATIONS********* 53 569 NUMBER OF EQUATIONS IN BLOCK****** 53 570 NUMBER OF BLOCKS****************** 1 571 572 573 574 NODAL POINT FORCES (WEIGHTS OF ADDED ELEMENTS) 575 576 NP X-FORCE Y-FORCE 577 578 33 0.000 -2.000 579 34 0.000 -5.000 580 35 0.000 -6.000 581 36 0.000 -3.000 582 37 0.000 -5.000 583 38 0.000 -6.000 584 39 0.000 -3.000 585 586 587 588 589 590 LAYER NUMBER = 3 ITERATION = 2 591 *********************************************************** 592 593 NP DELTA-X DELTA-Y X-DISP Y-DISP TOTAL NP 594 595 1 0.0000 0.0000 0.0000 0.0000 0.0000 1 596 2 0.0000 0.0000 0.0000 0.0000 0.0000 2 597 3 0.0000 0.0000 0.0000 0.0000 0.0000 3 598 4 0.0000 0.0000 0.0000 0.0000 0.0000 4 599 5 0.0000 0.0000 0.0000 0.0000 0.0000 5 600 6 0.0000 0.0000 0.0000 0.0000 0.0000 6 601 7 0.0000 0.0000 0.0000 0.0000 0.0000 7 602 8 0.0000 0.0000 0.0000 0.0000 0.0000 8 603 9 0.0000 0.0000 0.0000 0.0000 0.0000 9 604 10 0.0000 0.0002 0.0000 0.0021 0.0021 10 605 11 -0.0044 0.0003 -0.0241 0.0010 0.0242 11 606 12 -0.0130 0.0009 -0.0670 0.0069 0.0674 12 607 13 -0.0258 0.0052 -0.1431 0.0177 0.1441 13 608 14 -0.0518 0.0028 -0.2054 -0.0889 0.2239 14 609 15 -0.0629 -0.0195 -0.1606 -0.1551 0.2233 15 610 16 -0.0517 -0.0454 -0.1000 -0.1844 0.2097 16 611 17 -0.0267 -0.0594 -0.0427 -0.1953 0.1999 17 612 18 0.0000 -0.0627 0.0000 -0.1939 0.1939 18 613 19 0.0000 0.0008 0.0000 0.0050 0.0050 19 614 20 -0.0053 0.0007 -0.0300 0.0049 0.0304 20 615 21 -0.0172 0.0048 -0.0896 0.0233 0.0926 21 616 22 -0.0480 0.0143 -0.1915 0.0533 0.1988 22 617 23 -0.0587 0.0085 -0.2127 -0.1606 0.2665 23 618 24 -0.0746 -0.0300 -0.2026 -0.2749 0.3415 24 619 25 -0.0629 -0.0850 -0.1244 -0.3415 0.3634 25 620 26 -0.0312 -0.1089 -0.0562 -0.3468 0.3514 26 621 27 0.0000 -0.1144 0.0000 -0.3472 0.3472 27 622 28 -0.0539 0.0117 -0.1036 -0.0126 0.1043 28 623 29 -0.0519 -0.0350 -0.0937 -0.1640 0.1889 29 624 30 -0.0469 -0.1133 -0.0910 -0.2691 0.2840 30 625 31 -0.0230 -0.1500 -0.0465 -0.2944 0.2981 31 626 32 0.0000 -0.1525 0.0000 -0.2909 0.2909 32 627 33 -0.0249 -0.0376 -0.0249 -0.0376 0.0451 33 628 34 -0.0168 -0.1383 -0.0168 -0.1383 0.1394 34 629 35 -0.0156 -0.1773 -0.0156 -0.1773 0.1780 35 630 36 0.0000 -0.1844 0.0000 -0.1844 0.1844 36 631 37 0.0000 0.0000 0.0000 0.0000 0.0000 37 632 38 0.0000 0.0000 0.0000 0.0000 0.0000 38 633 39 0.0000 0.0000 0.0000 0.0000 0.0000 39 634 635 636 637 638 MODULUS AND POISSON'S RATIO VALUES BASED ON AVERAGE STRESSES DURING THE INCREMENT 639 STRAINS FOR FINAL CONDITION AT END OF INCREMENT 640 641 ELE ELAS MOD BULK MOD POIS EPS-X EPS-Y GAM-XY EPS-1 EPS-3 GAMMAX EPS-V ELE 642 643 1 58.2 91.8 0.394 0.024 -0.010 0.082 0.051 -0.037 0.089 0.014 1 644 2 71.3 93.5 0.373 0.071 -0.026 0.294 0.177 -0.132 0.310 0.045 2 645 3 49.3 95.2 0.414 0.190 -0.082 0.673 0.417 -0.309 0.726 0.108 3 646 4 50.6 102.3 0.418 0.156 0.238 1.428 0.912 -0.518 1.430 0.394 4 647 5 56.3 109.3 0.414 -0.112 0.813 1.386 1.184 -0.482 1.666 0.701 5 648 6 69.9 115.5 0.399 -0.152 1.131 0.942 1.286 -0.306 1.592 0.980 6 649 7 77.8 118.1 0.390 -0.143 1.266 0.503 1.309 -0.187 1.496 1.122 7 650 8 83.0 119.5 0.384 -0.107 1.297 0.139 1.301 -0.110 1.411 1.191 8 651 9 62.7 74.6 0.360 0.054 -0.034 0.031 0.057 -0.037 0.094 0.020 9 652 10 73.2 79.4 0.346 0.171 -0.101 0.102 0.180 -0.110 0.290 0.070 10 653 11 39.8 82.5 0.420 0.445 -0.260 0.253 0.467 -0.282 0.749 0.185 11 654 12 42.9 90.9 0.421 0.209 0.180 1.080 0.735 -0.346 1.080 0.389 12 655 13 66.4 105.1 0.395 -0.137 0.957 0.697 1.059 -0.239 1.298 0.820 13 656 14 59.5 108.5 0.409 -0.347 1.385 0.572 1.431 -0.393 1.824 1.037 14 657 15 68.0 112.6 0.399 -0.314 1.543 0.230 1.550 -0.321 1.871 1.230 15 658 16 72.2 113.6 0.394 -0.247 1.524 0.065 1.525 -0.248 1.772 1.277 16 659 17 203.8 181.7 0.313 0.094 -0.033 -0.034 0.097 -0.036 0.132 0.061 17 660 18 177.3 158.1 0.313 0.009 0.140 0.236 0.209 -0.061 0.270 0.149 18 661 19 158.5 141.3 0.313 -0.124 0.449 0.127 0.456 -0.131 0.587 0.326 19 662 20 125.9 112.2 0.313 -0.245 0.658 0.026 0.658 -0.245 0.902 0.413 20 663 21 133.2 118.8 0.313 -0.238 0.708 -0.017 0.708 -0.238 0.945 0.470 21 664 22 130.2 116.1 0.313 -0.010 0.027 -0.036 0.034 -0.018 0.052 0.017 22 665 23 172.4 153.7 0.313 -0.033 0.139 0.162 0.171 -0.065 0.236 0.106 23 666 24 181.1 161.5 0.313 -0.063 0.262 0.001 0.262 -0.063 0.325 0.199 24 667 25 167.1 148.9 0.313 -0.097 0.297 -0.013 0.297 -0.097 0.393 0.200 25 668 26 123.0 109.7 0.313 0.000 0.000 0.000 0.000 0.000 0.000 0.000 26 669 27 139.3 124.2 0.313 0.000 0.000 0.000 0.000 0.000 0.000 0.000 27 670 28 139.3 124.2 0.313 0.000 0.000 0.000 0.000 0.000 0.000 0.000 28 671 672 673 674 675 STRESSES AND STRESS LEVELS FOR FINAL CONDITION AT END OF INCREMENT 676 677 ELE SIG-X SIG-Y TAU-XY SIG-1 SIG-3 TAU-MAX THETA SIG1/SIG3 TAUXY/SIGY SLCRIT SLPRES ELE 678 679 1 0.326 0.620 0.015 0.621 0.325 0.148 2.929 1.907 0.024 0.284 0.268 1 680 2 0.375 0.635 0.070 0.652 0.357 0.148 14.135 1.826 0.110 0.277 0.253 2 681 3 0.477 0.663 0.156 0.751 0.389 0.181 29.633 1.933 0.235 0.295 0.295 3 682 4 0.702 1.034 0.255 1.172 0.563 0.304 28.475 2.080 0.247 0.386 0.386 4 683 5 0.893 1.550 0.274 1.649 0.794 0.428 19.911 2.078 0.177 0.420 0.420 5 684 6 1.135 2.021 0.225 2.075 1.081 0.497 13.484 1.920 0.112 0.381 0.381 6 685 7 1.272 2.271 0.132 2.288 1.254 0.517 7.423 1.824 0.058 0.349 0.349 7 686 8 1.353 2.385 0.039 2.386 1.351 0.517 2.172 1.766 0.016 0.328 0.328 8 687 9 0.119 0.175 0.005 0.176 0.118 0.029 5.255 1.487 0.030 0.130 0.084 9 688 10 0.215 0.166 0.025 0.226 0.155 0.035 66.979 1.453 0.153 0.121 0.092 10 689 11 0.377 0.205 0.044 0.387 0.195 0.096 76.518 1.991 0.213 0.230 0.230 11 690 12 0.443 0.512 0.163 0.644 0.310 0.167 39.009 2.075 0.319 0.312 0.312 12 691 13 0.719 1.179 0.145 1.221 0.677 0.272 16.071 1.802 0.123 0.303 0.301 13 692 14 0.831 1.577 0.116 1.595 0.814 0.390 8.608 1.960 0.073 0.376 0.376 14 693 15 1.008 1.908 0.054 1.911 1.005 0.453 3.419 1.902 0.028 0.369 0.369 15 694 16 1.074 1.981 0.016 1.982 1.074 0.454 1.026 1.845 0.008 0.349 0.349 16 695 17 0.342 0.194 0.003 0.342 0.194 0.074 88.994 1.762 0.013 0.064 0.064 17 696 18 0.328 0.652 0.157 0.716 0.264 0.226 22.109 2.706 0.241 0.182 0.182 18 697 19 0.337 1.212 0.076 1.218 0.331 0.444 4.950 3.685 0.063 0.337 0.337 19 698 20 0.265 1.390 0.012 1.390 0.265 0.563 0.589 5.252 0.008 0.455 0.455 20 699 21 0.324 1.524 -0.008 1.524 0.324 0.600 -0.395 4.701 -0.005 0.459 0.459 21 700 22 0.079 0.190 0.015 0.193 0.077 0.058 7.759 2.504 0.081 0.057 0.057 22 701 23 0.223 0.598 0.106 0.626 0.195 0.215 14.791 3.206 0.178 0.187 0.187 23 702 24 0.293 0.891 0.001 0.891 0.293 0.299 0.063 3.037 0.001 0.235 0.235 24 703 25 0.240 0.890 -0.008 0.890 0.240 0.325 -0.738 3.708 -0.009 0.269 0.269 25 704 26 0.075 0.150 0.034 0.163 0.062 0.050 20.905 2.618 0.224 0.051 0.051 26 705 27 0.150 0.300 0.000 0.300 0.150 0.075 0.000 2.000 0.000 0.068 0.068 27 706 28 0.150 0.300 0.000 0.300 0.150 0.075 0.000 2.000 0.000 0.068 0.068 28 707 708 709 710 711 712 713 EXAM 714 715 716 717 718 719 ******************************************************** 720 ******************************************************** 721 * * 722 * LOAD CASE AFTER CONSTRUCTION************* 1 * 723 * * 724 ******************************************************** 725 ******************************************************** 726 727 728 BAND WIDTH************************ 20 729 TOTAL NUMBER OF EQUATIONS********* 53 730 NUMBER OF EQUATIONS IN BLOCK****** 53 731 NUMBER OF BLOCKS****************** 1 732 733 NUMBER OF N.P. FORCE CARDS******** 6 734 NUMBER OF PRESSURE CARDS********** 2 735 PRESSURE BOUNDARY CONDITIONS 736 737 I J PRESSURE I PRESSURE J 738 739 37 38 0.100 0.200 740 38 39 0.200 0.100 741 742 743 744 NODAL POINT FORCES 745 746 NP X-FORCE Y-FORCE 747 748 19 0.000 -3.000 749 20 0.000 -6.000 750 21 0.000 -4.000 751 22 0.000 -3.000 752 28 0.000 -2.000 753 33 0.000 -1.000 754 37 0.000 -1.333 755 38 0.000 -3.333 756 39 0.000 -1.333 757 758 759 760 761 762 LOAD CASE = 1 ITERATION = 2 763 *********************************************************** 764 765 NP DELTA-X DELTA-Y X-DISP Y-DISP TOTAL NP 766 767 1 0.0000 0.0000 0.0000 0.0000 0.0000 1 768 2 0.0000 0.0000 0.0000 0.0000 0.0000 2 769 3 0.0000 0.0000 0.0000 0.0000 0.0000 3 770 4 0.0000 0.0000 0.0000 0.0000 0.0000 4 771 5 0.0000 0.0000 0.0000 0.0000 0.0000 5 772 6 0.0000 0.0000 0.0000 0.0000 0.0000 6 773 7 0.0000 0.0000 0.0000 0.0000 0.0000 7 774 8 0.0000 0.0000 0.0000 0.0000 0.0000 8 775 9 0.0000 0.0000 0.0000 0.0000 0.0000 9 776 10 0.0000 -0.0109 0.0000 -0.0089 0.0089 10 777 11 -0.0031 -0.0204 -0.0273 -0.0195 0.0335 11 778 12 -0.0010 -0.0206 -0.0680 -0.0136 0.0694 12 779 13 0.0012 -0.0181 -0.1419 -0.0004 0.1419 13 780 14 0.0010 -0.0095 -0.2045 -0.0985 0.2269 14 781 15 -0.0040 -0.0056 -0.1646 -0.1606 0.2300 15 782 16 -0.0076 -0.0081 -0.1076 -0.1925 0.2205 16 783 17 -0.0056 -0.0123 -0.0482 -0.2076 0.2131 17 784 18 0.0000 -0.0137 0.0000 -0.2076 0.2076 18 785 19 0.0000 -0.0198 0.0000 -0.0148 0.0148 19 786 20 -0.0010 -0.0350 -0.0310 -0.0302 0.0433 20 787 21 -0.0021 -0.0318 -0.0917 -0.0085 0.0921 21 788 22 -0.0057 -0.0320 -0.1972 0.0213 0.1984 22 789 23 -0.0048 -0.0155 -0.2175 -0.1761 0.2799 23 790 24 -0.0090 -0.0079 -0.2116 -0.2828 0.3532 24 791 25 -0.0112 -0.0140 -0.1356 -0.3555 0.3805 25 792 26 -0.0078 -0.0225 -0.0640 -0.3693 0.3748 26 793 27 0.0000 -0.0256 0.0000 -0.3727 0.3727 27 794 28 -0.0132 -0.0183 -0.1168 -0.0309 0.1208 28 795 29 -0.0098 -0.0098 -0.1034 -0.1738 0.2023 29 796 30 -0.0101 -0.0185 -0.1011 -0.2875 0.3048 30 797 31 -0.0068 -0.0321 -0.0533 -0.3266 0.3309 31 798 32 0.0000 -0.0355 0.0000 -0.3264 0.3264 32 799 33 -0.0103 -0.0128 -0.0352 -0.0505 0.0615 33 800 34 -0.0065 -0.0220 -0.0233 -0.1604 0.1620 34 801 35 -0.0034 -0.0399 -0.0190 -0.2172 0.2181 35 802 36 0.0000 -0.0437 0.0000 -0.2281 0.2281 36 803 37 0.0003 -0.0250 0.0003 -0.0250 0.0250 37 804 38 0.0018 -0.0482 0.0018 -0.0482 0.0482 38 805 39 0.0000 -0.0477 0.0000 -0.0477 0.0477 39 806 807 808 809 810 MODULUS AND POISSON'S RATIO VALUES BASED ON AVERAGE STRESSES DURING THE INCREMENT 811 STRAINS FOR FINAL CONDITION AT END OF INCREMENT 812 813 ELE ELAS MOD BULK MOD POIS EPS-X EPS-Y GAM-XY EPS-1 EPS-3 GAMMAX EPS-V ELE 814 815 1 57.0 94.3 0.399 0.027 0.094 0.101 0.122 0.000 0.122 0.122 1 816 2 60.4 96.2 0.395 0.068 0.110 0.308 0.245 -0.066 0.311 0.178 2 817 3 56.7 97.8 0.403 0.185 0.047 0.667 0.456 -0.225 0.681 0.232 3 818 4 66.4 104.4 0.394 0.156 0.330 1.400 0.948 -0.462 1.410 0.486 4 819 5 66.6 110.9 0.400 -0.100 0.864 1.386 1.226 -0.462 1.688 0.764 5 820 6 72.2 117.5 0.398 -0.143 1.177 0.987 1.341 -0.307 1.648 1.035 6 821 7 79.6 121.0 0.390 -0.148 1.334 0.557 1.384 -0.199 1.583 1.185 7 822 8 85.7 122.8 0.384 -0.121 1.384 0.161 1.388 -0.125 1.513 1.263 8 823 9 53.9 79.5 0.387 0.058 0.083 0.045 0.096 0.045 0.051 0.142 9 824 10 88.8 88.9 0.333 0.169 0.028 0.091 0.183 0.014 0.168 0.197 10 825 11 78.6 88.4 0.352 0.449 -0.134 0.288 0.482 -0.168 0.650 0.315 11 826 12 59.0 94.0 0.395 0.207 0.280 1.081 0.785 -0.298 1.083 0.487 12 827 13 73.2 107.6 0.387 -0.114 0.999 0.722 1.106 -0.221 1.327 0.885 13 828 14 65.5 111.2 0.402 -0.333 1.426 0.636 1.482 -0.388 1.870 1.093 14 829 15 69.0 115.8 0.401 -0.327 1.624 0.291 1.634 -0.338 1.973 1.296 15 830 16 73.2 117.4 0.396 -0.280 1.635 0.087 1.636 -0.281 1.917 1.354 16 831 17 354.2 315.8 0.313 0.090 -0.006 -0.033 0.092 -0.009 0.101 0.084 17 832 18 188.7 168.3 0.313 0.011 0.163 0.242 0.230 -0.056 0.286 0.174 18 833 19 159.2 141.9 0.313 -0.117 0.481 0.163 0.492 -0.128 0.620 0.364 19 834 20 113.1 108.5 0.326 -0.261 0.728 0.071 0.730 -0.263 0.992 0.467 20 835 21 118.4 119.0 0.334 -0.274 0.806 -0.006 0.806 -0.274 1.080 0.532 21 836 22 129.6 115.6 0.313 -0.027 0.057 -0.073 0.071 -0.041 0.112 0.030 22 837 23 160.5 143.1 0.313 -0.041 0.171 0.191 0.208 -0.078 0.286 0.130 23 838 24 174.6 155.7 0.313 -0.079 0.319 0.045 0.320 -0.080 0.400 0.240 24 839 25 151.2 134.8 0.313 -0.122 0.376 -0.013 0.376 -0.122 0.499 0.254 25 840 26 124.8 111.3 0.313 -0.019 0.030 -0.022 0.033 -0.021 0.054 0.011 26 841 27 177.8 158.5 0.313 -0.012 0.056 0.043 0.063 -0.018 0.081 0.045 27 842 28 184.7 164.7 0.313 -0.004 0.061 -0.018 0.063 -0.005 0.068 0.057 28 843 844 845 846 847 STRESSES AND STRESS LEVELS FOR FINAL CONDITION AT END OF INCREMENT 848 849 ELE SIG-X SIG-Y TAU-XY SIG-1 SIG-3 TAU-MAX THETA SIG1/SIG3 TAUXY/SIGY SLCRIT SLPRES ELE 850 851 1 0.414 0.749 0.019 0.750 0.413 0.169 3.254 1.816 0.025 0.267 0.264 1 852 2 0.482 0.803 0.073 0.818 0.466 0.176 12.228 1.755 0.091 0.259 0.255 2 853 3 0.579 0.819 0.154 0.894 0.504 0.195 26.105 1.776 0.189 0.277 0.268 3 854 4 0.784 1.159 0.248 1.283 0.660 0.311 26.451 1.943 0.214 0.371 0.351 4 855 5 0.958 1.634 0.274 1.731 0.861 0.435 19.532 2.010 0.168 0.411 0.400 5 856 6 1.195 2.100 0.237 2.158 1.136 0.511 13.828 1.899 0.113 0.376 0.375 6 857 7 1.333 2.374 0.148 2.395 1.312 0.541 7.935 1.825 0.062 0.352 0.352 7 858 8 1.418 2.512 0.046 2.514 1.417 0.549 2.406 1.775 0.018 0.334 0.334 8 859 9 0.201 0.302 0.008 0.303 0.201 0.051 4.513 1.508 0.026 0.120 0.120 9 860 10 0.299 0.337 0.022 0.347 0.289 0.029 24.436 1.202 0.065 0.104 0.057 10 861 11 0.468 0.368 0.054 0.492 0.344 0.074 66.577 1.428 0.146 0.199 0.129 11 862 12 0.520 0.632 0.163 0.749 0.404 0.173 35.518 1.856 0.258 0.292 0.275 12 863 13 0.790 1.260 0.151 1.304 0.745 0.279 16.370 1.750 0.120 0.296 0.288 13 864 14 0.891 1.650 0.131 1.672 0.870 0.401 9.503 1.922 0.079 0.370 0.366 14 865 15 1.067 2.014 0.069 2.019 1.062 0.478 4.138 1.900 0.034 0.371 0.371 15 866 16 1.134 2.116 0.022 2.117 1.133 0.492 1.288 1.868 0.010 0.362 0.362 16 867 17 0.381 0.321 0.005 0.382 0.320 0.031 85.235 1.193 0.016 0.057 0.024 17 868 18 0.361 0.715 0.161 0.778 0.299 0.240 21.183 2.604 0.226 0.187 0.187 18 869 19 0.384 1.289 0.098 1.300 0.374 0.463 6.088 3.479 0.076 0.339 0.339 19 870 20 0.294 1.494 0.031 1.494 0.293 0.601 1.475 5.104 0.021 0.473 0.473 20 871 21 0.347 1.667 -0.003 1.667 0.347 0.660 -0.140 4.802 -0.002 0.494 0.494 21 872 22 0.073 0.231 -0.003 0.231 0.073 0.079 -0.991 3.182 -0.012 0.079 0.079 22 873 23 0.238 0.663 0.124 0.697 0.204 0.246 15.153 3.412 0.187 0.211 0.211 23 874 24 0.317 1.012 0.030 1.013 0.316 0.349 2.446 3.208 0.029 0.268 0.268 24 875 25 0.263 1.035 -0.008 1.035 0.263 0.386 -0.596 3.930 -0.008 0.312 0.312 25 876 26 0.066 0.188 0.023 0.192 0.062 0.065 10.402 3.107 0.123 0.065 0.065 26 877 27 0.185 0.427 0.029 0.431 0.181 0.125 6.754 2.374 0.068 0.110 0.110 27 878 28 0.212 0.454 -0.012 0.455 0.211 0.122 -2.919 2.150 -0.027 0.104 0.104 28
为了节省时间首先按 datapacking=point格式把节点的处理了，因为这种格式节点的变量可以直接跟在节点后面：
1 title = "feadam 2d model post-process" 2 variables = "x" 3 "y" 4 "delta-x" 5 "delta-y" 6 "x-disp" 7 "y-disp" 8 "total" 9 10 zone t="LOAD CASE AFTER CONSTRUCTION 1" 11 strandid=0, solutiontime=0 12 nodes=39, elements=28, zonetype=fequadrilateral 13 datapacking=point 14 0.000 0.000 0.0000 0.0000 0.0000 0.0000 0.0000 15 50.000 0.000 0.0000 0.0000 0.0000 0.0000 0.0000 16 80.000 0.000 0.0000 0.0000 0.0000 0.0000 0.0000 17 100.000 0.000 0.0000 0.0000 0.0000 0.0000 0.0000 18 120.000 0.000 0.0000 0.0000 0.0000 0.0000 0.0000 19 140.000 0.000 0.0000 0.0000 0.0000 0.0000 0.0000 20 160.000 0.000 0.0000 0.0000 0.0000 0.0000 0.0000 21 180.000 0.000 0.0000 0.0000 0.0000 0.0000 0.0000 22 200.000 0.000 0.0000 0.0000 0.0000 0.0000 0.0000 23 0.000 15.000 0.0000 -0.0109 0.0000 -0.0089 0.0089 24 50.000 15.000 -0.0031 -0.0204 -0.0273 -0.0195 0.0335 25 80.000 15.000 -0.0010 -0.0206 -0.0680 -0.0136 0.0694 26 100.000 15.000 0.0012 -0.0181 -0.1419 -0.0004 0.1419 27 120.000 15.000 0.0010 -0.0095 -0.2045 -0.0985 0.2269 28 140.000 15.000 -0.0040 -0.0056 -0.1646 -0.1606 0.2300 29 160.000 15.000 -0.0076 -0.0081 -0.1076 -0.1925 0.2205 30 180.000 15.000 -0.0056 -0.0123 -0.0482 -0.2076 0.2131 31 200.000 15.000 0.0000 -0.0137 0.0000 -0.2076 0.2076 32 0.000 25.000 0.0000 -0.0198 0.0000 -0.0148 0.0148 33 50.000 25.000 -0.0010 -0.0350 -0.0310 -0.0302 0.0433 34 80.000 25.000 -0.0021 -0.0318 -0.0917 -0.0085 0.0921 35 100.000 25.000 -0.0057 -0.0320 -0.1972 0.0213 0.1984 36 120.000 25.000 -0.0048 -0.0155 -0.2175 -0.1761 0.2799 37 140.000 25.000 -0.0090 -0.0079 -0.2116 -0.2828 0.3532 38 160.000 25.000 -0.0112 -0.0140 -0.1356 -0.3555 0.3805 39 180.000 25.000 -0.0078 -0.0225 -0.0640 -0.3693 0.3748 40 200.000 25.000 0.0000 -0.0256 0.0000 -0.3727 0.3727 41 120.000 35.000 -0.0132 -0.0183 -0.1168 -0.0309 0.1208 42 140.000 35.000 -0.0098 -0.0098 -0.1034 -0.1738 0.2023 43 160.000 35.000 -0.0101 -0.0185 -0.1011 -0.2875 0.3048 44 180.000 35.000 -0.0068 -0.0321 -0.0533 -0.3266 0.3309 45 200.000 35.000 0.0000 -0.0355 0.0000 -0.3264 0.3264 46 140.000 45.000 -0.0103 -0.0128 -0.0352 -0.0505 0.0615 47 160.000 45.000 -0.0065 -0.0220 -0.0233 -0.1604 0.1620 48 180.000 45.000 -0.0034 -0.0399 -0.0190 -0.2172 0.2181 49 200.000 45.000 0.0000 -0.0437 0.0000 -0.2281 0.2281 50 160.000 55.000 0.0003 -0.0250 0.0003 -0.0250 0.0250 51 180.000 55.000 0.0018 -0.0482 0.0018 -0.0482 0.0482 52 200.000 55.000 0.0000 -0.0477 0.0000 -0.0477 0.0477 53 54 1 2 11 10 55 2 3 12 11 56 3 4 13 12 57 4 5 14 13 58 5 6 15 14 59 6 7 16 15 60 7 8 17 16 61 8 9 18 17 62 10 11 20 19 63 11 12 21 20 64 12 13 22 21 65 13 14 23 22 66 14 15 24 23 67 15 16 25 24 68 16 17 26 25 69 17 18 27 26 70 22 23 28 28 71 23 24 29 28 72 24 25 30 29 73 25 26 31 30 74 26 27 32 31 75 28 29 33 33 76 29 30 34 33 77 30 31 35 34 78 31 32 36 35 79 33 34 37 37 80 34 35 38 37 81 35 36 39 38
tecplot加载上面的dat后，输出上述数据为BLOCK格式（因为要显示单元变量只能用block数据格式），方法如下：
点击ok就可以输出block格式的数据了。删除不要的，比如单元之间连接。
很明显下图这儿这样的数据是组成单元的节点编号：
在这些节点编号之前要输入所有数据，且是block即成块的格式，可以用notepad++配合excel的选择性粘贴里转置功能将列转换成行（因为计算结果中好多变量都是按单元号成列给出的，而block格式要求相同的单元变量比如sigx要在一行或临近的一行（块））
结果如下：
1 TITLE = "feadam 2d model post-process" 2 VARIABLES = "x" 3 "y" 4 "delta-x" 5 "delta-y" 6 "x-disp" 7 "y-disp" 8 "total" 9 ELAS-MOD BULK-MOD POIS EPS-X EPS-Y GAM-XY EPS-1 EPS-3 GAMMAX EPS-V 10 SIG-X SIG-Y TAU-XY SIG-1 SIG-3 TAU-MAX THETA SIG1/SIG3 TAUXY/SIGY SLCRIT SLPRES 11 12 13 ZONE T="LOAD CASE AFTER CONSTRUCTION 1" 14 STRANDID=0, SOLUTIONTIME=0 15 Nodes=39, Elements=28, ZONETYPE=FEQuadrilateral 16 DATAPACKING=BLOCK 17 varlocation=([8-28]=cellcentered) 18 19 0.000000000E+000 5.000000000E+001 8.000000000E+001 1.000000000E+002 1.200000000E+002 20 1.400000000E+002 1.600000000E+002 1.800000000E+002 2.000000000E+002 0.000000000E+000 21 5.000000000E+001 8.000000000E+001 1.000000000E+002 1.200000000E+002 1.400000000E+002 22 1.600000000E+002 1.800000000E+002 2.000000000E+002 0.000000000E+000 5.000000000E+001 23 8.000000000E+001 1.000000000E+002 1.200000000E+002 1.400000000E+002 1.600000000E+002 24 1.800000000E+002 2.000000000E+002 1.200000000E+002 1.400000000E+002 1.600000000E+002 25 1.800000000E+002 2.000000000E+002 1.400000000E+002 1.600000000E+002 1.800000000E+002 26 2.000000000E+002 1.600000000E+002 1.800000000E+002 2.000000000E+002 27 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 28 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 1.500000000E+001 29 1.500000000E+001 1.500000000E+001 1.500000000E+001 1.500000000E+001 1.500000000E+001 30 1.500000000E+001 1.500000000E+001 1.500000000E+001 2.500000000E+001 2.500000000E+001 31 2.500000000E+001 2.500000000E+001 2.500000000E+001 2.500000000E+001 2.500000000E+001 32 2.500000000E+001 2.500000000E+001 3.500000000E+001 3.500000000E+001 3.500000000E+001 33 3.500000000E+001 3.500000000E+001 4.500000000E+001 4.500000000E+001 4.500000000E+001 34 4.500000000E+001 5.500000000E+001 5.500000000E+001 5.500000000E+001 35 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 0.000000000E+000 36 0.000000000E+000 0.000000000E+000 0.000000000E+000 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