Upload
chuckhsu1248
View
214
Download
0
Embed Size (px)
Citation preview
7/30/2019 Basic Illustration of Finite Element Analysis (2013)
http://slidepdf.com/reader/full/basic-illustration-of-finite-element-analysis-2013 1/7
January 2013
Finite element analysis example.We set up a triangle with 6 internal nodes,as shown.
In this grid we have three diff erent triangular elements. One is the isoscelesright triangle treated by Jackson (Fig 2.16)
1
7/30/2019 Basic Illustration of Finite Element Analysis (2013)
http://slidepdf.com/reader/full/basic-illustration-of-finite-element-analysis-2013 2/7
We also have a right triangle with sides 1,2 and√
5 and area 1. ( Nodes 6,7,8form this triangle, and also nodes 5,12,13.)
For this triangle we have
1 =1
2 (23 − 32) =1
2 (0− 2) = −1
1 =1
2(2 − 3) =
1
2(1 − 0) =
1
2
1 = −1
2(2 − 3) = −
1
2(0 − 2) = 1
2 =1
2(21 − 13) =
1
2(0− 0) = 0
2 =1
2(3 − 1) =
1
2(0 − 0) = 0
2 = −1
2(3 − 1) = −
1
2(2 − 0) = −1
3 = 12
(12 − 21) = 12
(0 − 0) = 0
3 =1
2(1 − 2) =
1
2(0− 1) = −
1
2
3 = −1
2(1 − 2) = −
1
2(0− 0) = 0
2
7/30/2019 Basic Illustration of Finite Element Analysis (2013)
http://slidepdf.com/reader/full/basic-illustration-of-finite-element-analysis-2013 3/7
Note: Jackson claims thatP
= 1 but this result depends on the orientation of the triangle, which explains why I have
−1. But the all depend quadratically
on the s and s, and so are independent of their signs. For this triangle,
11 = (21 + 21) =1
4+ 1 =
5
4
12 = (12 + 12) =
µ1
2
¶(0) + 1× (−1) = −1
13 = (13 + 13) =1
2×
µ−
1
2
¶+ 1× 0 = −
1
4
22 = (22 + 22) = 0 + 1 = 1
23 = (23 + 23) = 0 + 0 = 0
33 = (23 + 23) =1
4+ 0 =
1
4
Thus we have:
The third triangle is formed by nodes 5,13,14 and also 6,7,16 and looks like
this:
3
7/30/2019 Basic Illustration of Finite Element Analysis (2013)
http://slidepdf.com/reader/full/basic-illustration-of-finite-element-analysis-2013 4/7
This triangle also has area 1 and its shape functions have coefficients:
1 =1
2 (23 − 32) =1
2 (0 − 2× 1) = −1
1 =1
2(2 − 3) =
1
2(1− 2) = −
1
2
1 = −1
2(2 − 3) = −
1
2(0− 2) = 1
2 =1
2(21 − 13) =
1
2(0− 0) = 0
2 =1
2(3 − 1) =
1
2(2 − 0) = 1
2 = −1
2(3 − 1) = −
1
2(2 − 0) = −1
3 = 12
(12 − 21) = 12
(0 − 0) = 0
3 =1
2(1 − 2) =
1
2(0− 1) = −
1
2
3 = −1
2(1 − 2) = −
1
2(0− 0) = 0
And then
11 = (21 + 21) =1
4+ 1 =
5
4
12 = (12 + 12) =
µ−
1
2
¶(1) + 1× (−1) = −
3
2
13 = (13 + 13) =µ−1
2¶×µ−1
2¶
+ 1×
0 =
1
4
22 = (22 + 22) = 1 + 1 = 2
23 = (23 + 23) = 1
µ−
1
2
¶+ 0 = −
1
2
33 = (23 + 23) =1
4+ 0 =
1
4
4
7/30/2019 Basic Illustration of Finite Element Analysis (2013)
http://slidepdf.com/reader/full/basic-illustration-of-finite-element-analysis-2013 5/7
Now we have to compute the matrix coefficients for the six internal nodes. Eightidentical triangles meet at node 1, so
11 = 8
µ1
2
¶= 4
Similarly we have 22 = 4 (1) = 4 = 33
55 = 66 = 2 × 1 + 2 + 1 = 5
Line 12 is a side of two identical triangles, so
12 = 2
µ−
1
2
¶= −1 = 13 = 14
Similarly 45 = 36 = 2
µ−
1
2
¶= −1
and these are the only non-zero elements. Thus
=
⎛⎜⎜⎜⎜⎜⎜⎝
4 −1 −1 −1 0 0−1 4 0 0 0 0−1 0 4 0 0 −1−1 0 0 4 −1 00 0 0 −1 5 00 0 −1 0 0 5
⎞⎟⎟⎟⎟⎟⎟⎠
,
with inverse: −1
=
⎛⎜⎜⎜⎜⎜⎜⎝
76
245
19
245
4
49
4
49
4
245
4
24519
245
66
245
1
49
1
49
1
245
1
2454
49
1
49
265
931
20
931
4
931
53
931
449
149
20931
265931
53931
4931
4
245
1
245
4
931
53
931
984
4655
4
46554
245
1
245
53
931
4
931
4
4655
984
4655
⎞⎟⎟⎟⎟⎟⎟⎠
or −1 =⎛⎜⎜⎜⎜⎜⎜⎝
0310 2 7755 × 10−2 8163 × 10−2 8163 × 10−2 1633× 10−2 1633× 10−2
7755× 10−2 0269 39 2041× 10−2 2041× 10−2 4082× 10−3 4082× 10−3
8163× 10−2 2041× 10−2 0284 6 2148× 10−2 4296× 10−3 5693× 10−2
8163× 10−2 2041× 10−2 2148× 10−2 0284 64 5693× 10−2 4296× 10−3
1633× 10−2 4082× 10−3 4296× 10−3 5693× 10−2 0211 39 8593× 10−4
1633× 10−2 4082× 10−3 5693× 10−2 4296× 10−3 8593× 10−4 021139
⎞⎟⎟⎟⎟⎟⎟⎠
Now we set up boundary conditions with the sloping side grounded and theother two sides at unit potential. Then the source vector includes the nodes on
the boundaries:
−1 =16X
=7
1 = 199+ 11111
+ 11414+ 11515
+ 11616
5
7/30/2019 Basic Illustration of Finite Element Analysis (2013)
http://slidepdf.com/reader/full/basic-illustration-of-finite-element-analysis-2013 6/7
The only nonzero is 115 but 15= 0 so 1 = 0 Similarly:
−2 = 299 + 21010 + 21111
= 3× 2(−1
2)× 1 = −3
−3 = 399+ 388
+ 31616
= 2(−1
2)× 1 +
µ−
1
2+ 0
¶× 1 +
µ−
1
2+ 0
¶× 0
= −1 −1
2= −
3
2= −4
−5 = 51212+ 51313
+ 51414
= µ−1
2 −1¶× 1 + µ0
−
1
2¶× 1 + 0
= −2 = −6
Then to solve the problem, we multiply⎛⎜⎜⎜⎜⎜⎜⎝
76
245
19
245
4
49
4
49
4
245
4
24519
245
66
245
1
49
1
49
1
245
1
2454
49
1
49
265
931
20
931
4
931
53
9314
49
1
49
20
931
265
931
53
931
4
9314
245
1
245
4
931
53
931
984
4655
4
46554
245
1
245
53
931
4
931
4
4655
984
4655
⎞⎟⎟⎟⎟⎟⎟⎠
⎛⎜⎜⎜⎜⎜⎜⎝
03
151522
⎞⎟⎟⎟⎟⎟⎟⎠
=
⎛⎜⎜⎜⎜⎜⎜⎝
0542 860885 710642 860642 860528 570528 57
⎞⎟⎟⎟⎟⎟⎟⎠
The major uncertainty has to do with the value of the potential in the corners(nodes 13 and 7) where the insulating strip runs. Should we use zero or 1, orperhaps 1/2? If we use zero, we get diff erent values for 5 = 6 :
−5 = 51212 + 51313 + 51414
=
µ−
1
2− 1
¶× 0 +
µ0 −
1
2
¶× 1 + 0
= −1
2= −6
and then
⎛⎜⎜⎜⎜⎜⎜⎝
76
245
19
245
4
49
4
49
4
245
4
24519
245
66
245
1
49
1
49
1
245
1
2454
49
1
49
265
931
20
931
4
931
53
9314
49
1
49
20
931
265
931
53
931
4
9314
245
1
245
4
931
53
931
984
4655
4
46554
245
1
245
53
931
4
931
4
4655
984
4655
⎞⎟⎟⎟⎟⎟⎟⎠
⎛⎜⎜⎜⎜⎜⎜⎝
03
151555
⎞⎟⎟⎟⎟⎟⎟⎠
=
⎛⎜⎜⎜⎜⎜⎜⎝
0493880873470551020551020210202102
⎞⎟⎟⎟⎟⎟⎟⎠
or choosing 1/2
−5 = 51212+ 51313
+ 51414
=
µ−
1
2− 1
¶×
1
2+
µ0 −
1
2
¶× 1 + 0
= −5
4= −6
6
7/30/2019 Basic Illustration of Finite Element Analysis (2013)
http://slidepdf.com/reader/full/basic-illustration-of-finite-element-analysis-2013 7/7
⎛
⎜⎜⎜⎜⎜⎜⎝
76
245
19
245
4
49
4
49
4
245
4
24519
245
66
245
1
49
1
49
1
245
1
245
449
149
265931
20931
4931
53931
4
49
1
49
20
931
265
931
53
931
4
9314
245
1
245
4
931
53
931
984
4655
4
46554
245
1
245
53
931
4
931
4
4655
984
4655
⎞
⎟⎟⎟⎟⎟⎟⎠
⎛
⎜⎜⎜⎜⎜⎜⎝
03
1515
125125
⎞
⎟⎟⎟⎟⎟⎟⎠=
⎛
⎜⎜⎜⎜⎜⎜⎝
051837087959
059694059694036939036939
⎞
⎟⎟⎟⎟⎟⎟⎠
The last choice gives results that come closest to the values from the relax-ation method I used as a check.⎛⎜⎜⎜⎜⎜⎜⎝
051837087959059694059694036939036939
⎞⎟⎟⎟⎟⎟⎟⎠
versus
⎛⎜⎜⎜⎜⎜⎜⎝
051508750608060804020402
⎞⎟⎟⎟⎟⎟⎟⎠
or a diff erence of
⎛⎜⎜⎜⎜⎜⎜⎝
065437052457−1 8191−1 8191−8 1119−8 1119
⎞⎟⎟⎟⎟⎟⎟⎠
%
7