Homework 8 - Select Solutions Harini Chandramouli MATH2374 [email protected] Section 4.6 - Forced Oscillations Problem 13. (Damped Forced Motion II) A 32-lb weight is attached to a spring suspended from the ceiling, stretching the spring by 1.6 ft before coming to rest. At time t = 0 an external force of f (t) = 20 cos(2t) is applied to the system. Assume that the mass is acted upon by a damped force of 4ẋ, where ẋ is the instantaneous velocity in feet per second. Find the displacement of the weight with x(0) = 0 and ẋ(0) = 0. Solution. We are given that F = 32 lbs, b = 4, ∆x = 1.6 ft, and f = 20 cos(2t). The initial-conditions are x(0) = ẋ(0) = 0. Since F = k∆x, 32 = k (1.6) =⇒ k = 20. So we can make the initial-value problem ẍ + 4ẋ + 20x = 20 cos(2t), x(0) = ẋ(0) = 0. So, first we find the homogeneous solution using the characteristic equation, λ2 + 4λ + 20 = 0 =⇒ λ = −2 ± 4i =⇒ xh (t) = e−2t (c1 cos(4t) + c2 sin(4t)) . Now we want to find the particular solution. We use the guess xp (t) = A cos(2t) + B sin(2t) and use the method of undetermined coefficients. Plugging xp (t) into the differential equation we get (16A + 8B) cos(2t) + (16B − 8A) sin(2t) = 20 cos(2t) ( 16A + 8B = 20 1 =⇒ A = 1, B = 2 16B − 8A = 0 So now we have the solution x(t) = xh (t) + xp (t) = e−2t (c1 cos(4t) + c2 sin(4t)) + cos(2t) + 1 sin(2t). 2 Applying the initial conditions, we find that c1 = −1 and c2 = − 43 . So the answer is 3 1 −2t x(t) = e − cos(4t) − sin(4t) + cos(2t) + sin(2t). 4 2 1 Problem 21. Find the steady-state solution having the form xss = C cos(ωt − δ), for the damped system, ẍ + 2ẋ + 2x = 2 cos(t). Solution. The roots of the characteristic equation are −1 ± i. So for the particular solution: xp (t) = A cos(t) + B sin(t) = C cos(t − δ). √ Another approach to xp is to note that F0 = 2, ω0 = 2, ωf = 1, m = 1, b = 2 and simply substitute these numbers into the text solution to find 2 xss (t) = √ cos(t − δ) 5 where the phase angle is δ = arctan(2) = 1.1 radians. 2 Section 5.4 - Coordinates and Diagonalization Problem 38. Determine whether each matrix A is diagonalizable. If it is, determine a matrix P that diagonalizes it and compute P −1 AP . You can obtain P −1 AP directly from careful construction of a diagonal matrix with eigenvalues along the diagonal in the proper order. 4 1 −1 A = 2 5 −2 . 1 1 2 Solution. First we find the eigenvalues of A, 4 1 −1 det(A − λI) = det 2 5 −2 = (λ − 3)2 (λ − 5) = 0 =⇒ λ1,2 = 3, λ3 = 5. 1 1 2 Now, we want to find the eigenvectors. For λ1,2 = 3, 1 1 −1 (A − λI)v1 = 0 =⇒ 2 2 −2 v1 = 0. 1 1 −1 With this matrix we find that the eigenvector is −1 1 v1 = 1 s + 0 t 0 1 where s, t ∈ R. For λ3 = 5, −1 1 −1 (A − λI)v2 = 0 =⇒ 2 0 −2 v2 = 0. 1 1 −3 With this matrix, we find that the eigenvector is 1 v2 = 2 . 1 So, we have that our matrix P is 1 −1 1 P = 0 1 2 1 0 1 where our diagonal matrix D will be 3 0 0 D = 0 3 0 . 0 0 5 3 Now we want to check that P −1 AP = D, but we first have to check that det(P ) 6= 0 before we can find P −1 . So, det(P ) = −2, and so we can find 1 − 2 − 21 32 1 . P −1 = −1 0 1 1 − 12 2 2 Last, we compute P −1 AP , and find 1 4 1 −1 − 2 − 12 32 1 −1 1 3 0 0 1 2 5 −2 0 1 2 = 0 3 0 = D. P −1 AP = −1 0 1 1 − 21 1 1 2 1 0 1 0 0 5 2 2 4 Home-made Problems Problem 1. 1 (a) A = 2 0 (b) A = 1 Find matrix powers An of the following matrices A: 2 1 2 1 Solution. (a) First, we need to diagonalize, since we know that An = P Dn P −1 . The eigenvalues of A are λ1 = 3, λ2 = −1. The associated eigenvectors are 1 −1 v1 = , v2 = . 1 1 So, we have that −1 0 −1 1 D= ,P = . 0 3 1 1 Since det(P ) = −2 6= 0, then we find that P −1 = − 12 1 2 1 2 1 2 . Thus, we have found D, P , and P −1 such that A = P DP −1 . Thus, 1 1 −1 1 (−1)n 0 −2 2 n A = . 1 1 1 1 0 3n 2 2 (b) First, we need to diagonalize, since we know that An = P Dn P −1 . The eigenvalues of A are λ1 = 2, λ2 = −1. The associated eigenvectors are 1 −2 v1 = , v2 = . 1 1 So, we have that −1 0 −2 1 D= ,P = . 0 2 1 1 Since det(P ) = −3 6= 0, then we find that P −1 = − 13 1 3 1 3 2 3 . Thus, we have found D, P , and P −1 such that A = P DP −1 . Thus, 1 1 −2 1 (−1)n 0 −3 3 n A = . 1 2 n 1 1 0 2 3 3 5 Note: These problems are taken from Differential Equations and Linear Algebra by Jerry Farlow, James Hall, Jean McDill, and Beverly West. Specifically, I am following the Custom Edition for the University of Minnesota Twin Cities. 6
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