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2.092/2.093 — Finite Element Analysis of Solids & Fluids I 
Fall ‘09 
Lecture 23 -Solution of Kφ = λM φ 
Prof. K. J. Bathe 
MIT OpenCourseWare 
Reading assignment: Chapters 10, 11 
We have the solutions 0 <λ1λ2≤ ... ≤ λn. Recall that: 
|{z} ≤ |{z} |{z} 
φ1 φ2 φn 
Kφi = λiMφi (1) 
In summary, a necessary and sufficient condition for φi is that Eq. (1) is satisfied. The orthogonality conditions are not sufficient, unless q = n. In other words, vectors exist which are K-and M -orthogonal, but are not eigenvectors of the problem. 
 
 
Φ = 
φ1 
. . . 
φn 
(2) 
⎡ 
⎤ 
λ1 
zeros 
ΦT M Φ = I 
; 
ΦT KΦ = Λ = ⎢ ⎣ 
... 
⎥ ⎦ 
(3) 
zeros 
λn 
Assume we have an n × q matrix P which gives us 
P T MP = I ; P T KP = A diagonal matrix 
q×qq×q → 
Is aii necessarily equal to λi? ⎡⎤ a11 zeros 
⎢⎥ 
⎣ a22 ⎦ 
. 
zeros .. 
If q = n, then A = Λ, P = Φ with some need for rearranging. If qn, then P may contain eigenvectors (but not necessarily), and A may contain eigenvalues. 
Rayleigh-Ritz Method 
This method is used to calculate approximate eigenvalues and eigenvectors. 
vT Kv 
ρ(v)= 
vT Mv 
λ1 ≤ ρ (v) ≤ λn λ1 is the lowest eigenvalue, and λn is the highest eigenvalue of the system. λ1 is related to the least strain energy that can be stored with vT Mv = 1: φT 1 Kφ1 = λ1 (if φ1 T Mφ1 = 1) 
1
Lecture 23 Solution of Kφ = λMφ 2.092/2.093, Fall ‘09 
Note that twice the strain energy is obtained when the system is subjected to φ1. If the second pick for v gives a smaller value of ρ(v), then the second pick is a better approximation to φ1. 
q 
Assume φ =Σ ψixi, and the Ritz vectors ψi are linearly independent. Also, Ψ =[ ψ1 ... ψq ]. The xi will 
i=1 
be selected to minimize ρ(φ). Hence, calculate ∂ ρ(φ) = 0. (See Chapter 10.) The result is 
∂xi 
˜Mx Kx = ρ ˜(4) 
K˜ = ΨT KΨ ; M˜ = ΨT MΨ (5) 
We solve Eq. (4) to obtain ρ1,ρ2,...,ρq and x1, x2,..., xq . Then our approximation to λ1,...,λq is given by ρ1,...,ρq. 
λ1 ≤ ρ1 
; 
λ2 ≤ ρ2 
; 
λq ≤ ρq 
 
 
φ1 ≈ φ1 
; 
φ2 ≈ φ2 
; 
etc. 
where 
φ1 . . . φq n×q 
= 
Ψ n×q [ x1 . . . xq ] q×q . 
If the q Ritz vectors span the subspace given by φ1,..., φq, then we obtain (λ1 ...λq) and (φ1 ... φq). Pictorially, an example: 
If ψ1 and ψ2 are in the x-y plane, then by the Rayleigh-Ritz analysis we get φ1, φ2. Major shortcoming: in general, we do not know the accuracy of (ρi, φi). 
The Subspace Iteration Method 
Pick X1 , then calculate for k =1, 2, 3,... 
n×q 
KXk+1 = MXk (a) This is inverse iteration with q vectors. Now perform the Rayleigh-Ritz solution: 
Kk+1 = XkT +1KXk+1 ; Mk+1 = XkT +1MXk+1 (b) 
Kk+1Qk+1 = Mk+1Qk+1Λk+1 (c) Kk+1, Mk+1, and Qk+1 have dimensions q × q. Recall that we have KΦ = M ΦΛ from Eq. (1). We then have 
QTk +1Kk+1Qk+1 = Λk+1 ; QTk +1Mk+1Qk+1 = I (d) 
Finally, 
Xk+1 = Xk+1Qk+1 (e) Equations (b), (c), and (e) correspond to the use of the Rayleigh-Ritz method. 
2
| {z } 
Lecture 23 Solution of Kφ = λMφ 2.092/2.093, Fall ‘09 
Then, provided the vectors in X1 are not M -orthogonal to the eigenvectors we seek, we have (with “good” 
ordering) that 
⎡ 
⎤ 
λ1 
Λk+1 → ⎢ ⎣ 
... 
⎥ ⎦ 
λq 
Xk+1 → φ1 ... φq 
In practice, we use q vectors to calculate the p lowest eigenvalues, with (say) q =2p. In fact, the convergence 
λi 
rate of the vectors is given by λq+1 . 
If p = 2 and we have a multiplicity of 5 (or higher), q =2p corresponds to not enough vectors. Ideally, we want λq+1 to be significantly larger than λp, so that λi is much less than 1 for i =1,...,p. The “quite 
λq+1 
conservative” way is to use q = max(2p, p + 8) 
The textbook gives q = min(2p, p+8), which can also be used (apply the Sturm sequence check, see textbook); it will use less storage, but will generally need more iterations. For modern computers (specifically with parallel processing), the above formula for q is frequently more effective. 
Notice that XkT +1MXk+1 = I because from (e), 
QTk +1 X Tk+1MXk+1 Qk+1 = I 
Mk+1 
3
MIT OpenCourseWare 
http://ocw.mit.edu 
2.092 / 2.093 Finite Element Analysis of Solids and Fluids I 
Fall 2009 
For information about citing these materials or our Terms of Use, visit: http://ocw.mit.edu/terms.

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Finite Element Analysis of Solids & Fluids I Lecture on Solving Kφ = λMφ

  • 1. 2.092/2.093 — Finite Element Analysis of Solids & Fluids I Fall ‘09 Lecture 23 -Solution of Kφ = λM φ Prof. K. J. Bathe MIT OpenCourseWare Reading assignment: Chapters 10, 11 We have the solutions 0 <λ1λ2≤ ... ≤ λn. Recall that: |{z} ≤ |{z} |{z} φ1 φ2 φn Kφi = λiMφi (1) In summary, a necessary and sufficient condition for φi is that Eq. (1) is satisfied. The orthogonality conditions are not sufficient, unless q = n. In other words, vectors exist which are K-and M -orthogonal, but are not eigenvectors of the problem. Φ = φ1 . . . φn (2) ⎡ ⎤ λ1 zeros ΦT M Φ = I ; ΦT KΦ = Λ = ⎢ ⎣ ... ⎥ ⎦ (3) zeros λn Assume we have an n × q matrix P which gives us P T MP = I ; P T KP = A diagonal matrix q×qq×q → Is aii necessarily equal to λi? ⎡⎤ a11 zeros ⎢⎥ ⎣ a22 ⎦ . zeros .. If q = n, then A = Λ, P = Φ with some need for rearranging. If qn, then P may contain eigenvectors (but not necessarily), and A may contain eigenvalues. Rayleigh-Ritz Method This method is used to calculate approximate eigenvalues and eigenvectors. vT Kv ρ(v)= vT Mv λ1 ≤ ρ (v) ≤ λn λ1 is the lowest eigenvalue, and λn is the highest eigenvalue of the system. λ1 is related to the least strain energy that can be stored with vT Mv = 1: φT 1 Kφ1 = λ1 (if φ1 T Mφ1 = 1) 1
  • 2. Lecture 23 Solution of Kφ = λMφ 2.092/2.093, Fall ‘09 Note that twice the strain energy is obtained when the system is subjected to φ1. If the second pick for v gives a smaller value of ρ(v), then the second pick is a better approximation to φ1. q Assume φ =Σ ψixi, and the Ritz vectors ψi are linearly independent. Also, Ψ =[ ψ1 ... ψq ]. The xi will i=1 be selected to minimize ρ(φ). Hence, calculate ∂ ρ(φ) = 0. (See Chapter 10.) The result is ∂xi ˜Mx Kx = ρ ˜(4) K˜ = ΨT KΨ ; M˜ = ΨT MΨ (5) We solve Eq. (4) to obtain ρ1,ρ2,...,ρq and x1, x2,..., xq . Then our approximation to λ1,...,λq is given by ρ1,...,ρq. λ1 ≤ ρ1 ; λ2 ≤ ρ2 ; λq ≤ ρq φ1 ≈ φ1 ; φ2 ≈ φ2 ; etc. where φ1 . . . φq n×q = Ψ n×q [ x1 . . . xq ] q×q . If the q Ritz vectors span the subspace given by φ1,..., φq, then we obtain (λ1 ...λq) and (φ1 ... φq). Pictorially, an example: If ψ1 and ψ2 are in the x-y plane, then by the Rayleigh-Ritz analysis we get φ1, φ2. Major shortcoming: in general, we do not know the accuracy of (ρi, φi). The Subspace Iteration Method Pick X1 , then calculate for k =1, 2, 3,... n×q KXk+1 = MXk (a) This is inverse iteration with q vectors. Now perform the Rayleigh-Ritz solution: Kk+1 = XkT +1KXk+1 ; Mk+1 = XkT +1MXk+1 (b) Kk+1Qk+1 = Mk+1Qk+1Λk+1 (c) Kk+1, Mk+1, and Qk+1 have dimensions q × q. Recall that we have KΦ = M ΦΛ from Eq. (1). We then have QTk +1Kk+1Qk+1 = Λk+1 ; QTk +1Mk+1Qk+1 = I (d) Finally, Xk+1 = Xk+1Qk+1 (e) Equations (b), (c), and (e) correspond to the use of the Rayleigh-Ritz method. 2
  • 3. | {z } Lecture 23 Solution of Kφ = λMφ 2.092/2.093, Fall ‘09 Then, provided the vectors in X1 are not M -orthogonal to the eigenvectors we seek, we have (with “good” ordering) that ⎡ ⎤ λ1 Λk+1 → ⎢ ⎣ ... ⎥ ⎦ λq Xk+1 → φ1 ... φq In practice, we use q vectors to calculate the p lowest eigenvalues, with (say) q =2p. In fact, the convergence λi rate of the vectors is given by λq+1 . If p = 2 and we have a multiplicity of 5 (or higher), q =2p corresponds to not enough vectors. Ideally, we want λq+1 to be significantly larger than λp, so that λi is much less than 1 for i =1,...,p. The “quite λq+1 conservative” way is to use q = max(2p, p + 8) The textbook gives q = min(2p, p+8), which can also be used (apply the Sturm sequence check, see textbook); it will use less storage, but will generally need more iterations. For modern computers (specifically with parallel processing), the above formula for q is frequently more effective. Notice that XkT +1MXk+1 = I because from (e), QTk +1 X Tk+1MXk+1 Qk+1 = I Mk+1 3
  • 4. MIT OpenCourseWare http://ocw.mit.edu 2.092 / 2.093 Finite Element Analysis of Solids and Fluids I Fall 2009 For information about citing these materials or our Terms of Use, visit: http://ocw.mit.edu/terms.