Be sure this exam has 15 pages including the cover The University of British Columbia MATH 215/255, Sections 101–105 Final Exam – December 2014 Family Name Given Name Student Number Signature Circle Section: 101 Henriot 102 Tsai 103 Shih 104 Dontsov 105 Zhao No notes nor calculators. Rules Governing Formal Examinations: 1. Each candidate must be prepared to produce, upon request, a UBCcard for identification; 2. Candidates are not permitted to ask questions of the invigilators, except in cases of supposed errors or ambiguities in examination questions; 3. No candidate shall be permitted to enter the examination room after the expiration of one-half hour from the scheduled starting time, or to leave during the first half hour of the examination; 4. Candidates suspected of any of the following, or similar, dishonest practices shall be immediately dismissed from the examination and shall be liable to disciplinary action; (a) Having at the place of writing any books, papers or memoranda, calculators, computers, sound or image players/recorders/transmitters (including telephones), or other memory aid devices, other than those authorized by the examiners; (b) Speaking or communicating with other candidates; (c) Purposely exposing written papers to the view of other candidates or imaging devices. The plea of accident or forgetfulness shall not be received; 5. Candidates must not destroy or mutilate any examination material; must hand in all examination papers, and must not take any examination material from the examination room without permission of the invigilator; and 6. Candidates must follow any additional examination rules or directions communicated by the instructor or invigilator. Problem Points 1 8 2 12 3 10 4 13 5 8 6 12 7 10 8 12 9 15 Total: 100 Score December 2014 Math 215/255 Sections 101–105 Final Exam Page 2 of 15 1. Solve the initial value problem (3xy + y 2 ) + (x2 + xy)y 0 = 0, (3 points) y(1) = 2. (a) Verify that µ(x) = x is an integrating factor, that is, x(3xy + y 2 )dx + x(x2 + xy)dy = 0 is exact. Answer. Let M = x(3xy + y 2 ) = 3x2 y + xy 2 and N = x(x2 + xy) = x3 + x2 y, then My = 3x2 + 2xy, and Nx = 3x2 + 2xy. Then My = Nx . So x(3xy + y 2 )dx + x(x2 + xy)dy = 0 is exact. (5 points) (b) Solve the initial value problem. Answer. Since M dx + N dy = 0 is exact. Then there exists some φ(x, y) such that φx = M = 3x2 y + xy 2 , and φy = N = x3 + x2 y. Since φx = 3x2 y + xy 2 , then Z 1 φ(x, y) = (3x2 y + xy 2 ) dx + g(y) = x3 y + x2 y 2 + g(y). 2 Since φy = x3 + x2 y, then x3 + x2 y = φy = x3 + x2 y + g 0 (y), which implies that g 0 (y) = 0, so g(y) = constant. Hence 1 x3 y + x2 y 2 = C. 2 Since y(1) = 2, then 2 + 2 = C, that is, C = 4. Therefore, the solution is: 1 x3 y + x2 y 2 = 4. 2 December 2014 Math 215/255 Sections 101–105 Final Exam Page 3 of 15 2. A second order chemical reaction can be modeled by the equation dy = α(y − p)(y − q), dx where α, p and q are constants (4 points) (a) Assume that α > 0 and p > q > 0. Find equilibrium points and classify stabilities of these equilibrium points. Answer. Let’s solve α(y − p)(y − q) = 0, since α > 0 and p > q > 0, then y = p or y = q. So we have two equilibrium points: y = p, and y = q. The phase diagram is: So y = p is unstable, y = q is stable. (4 points) (b) Assume that α = 1, p = 0, q = 1 and y(0) = −1, solve the initial value problem and determine the limiting value of y(x) as x → ∞. Answer. Since α = 1, p = 0 and q = 1, then our differential equation becomes dy = y(y − 1). dx dy 1 1 So = dx, that is, − dy = dx. Then y(y − 1) y−1 y y − 1 = x + C. ln y Since y(0) = −1 < 0, then y(x) < 0 for all x ≥ 0, then y−1 ln = x + C. y Then y(x) = 1 . 1 − ex+C Since y(0) = −1, then C = ln 2. So solution is y(x) = lim y(x) = 0. x→∞ 1 , which implies that 1 − 2ex December 2014 (4 points) Math 215/255 Sections 101–105 Final Exam Page 4 of 15 (c) Assume that α = 1, p = q = 0 and y(0) = 1. Use Euler’s method to approximate y(2) with the step size h = 1. Answer. Since α = 1, p = q = 0 and y(0) = 1, then our differential equation becomes dy = y2, dx and y(0) = 1. Let f (y) = y 2 , x0 = 1 and y0 = y(x0 ) = y(0) = 1, then x1 = x0 + h = 1 y1 = y0 + f (y0 )h = 1 + 12 = 2 x2 = x0 + 2h = 2 y2 = y1 + f (y1 )h = 2 + 22 · 1 = 6. December 2014 Math 215/255 Sections 101–105 Final Exam (5 points) 3. (a) Solve y 00 + 4y 0 + 13y = 0, Page 5 of 15 y 0 (0) = 5. y(0) = 2, The characteristic equation is r2 + 4r + 13 = (r + 2)2 + 9 = 0 with roots Answer. r = −2 ± 3i. (1pt) y(t) = c1 e−2t cos 3t + c2 e−2t sin 3t. (1pt) The general solution is Hence y 0 (t) = (−2c1 + 3c2 )e−2t cos 3t + (−3c1 − 2c2 )e−2t sin 3t. The initial conditions give c1 + 0 = 2, (−2c1 + 3c2 ) + 0 = 5. (2pt) Thus c1 = 2, c2 = 3, and y(t) = 2e−2t cos 3t + 3e−2t sin 3t. (5 points) (1pt) (b) Find a particular solution of y 00 + 3y 0 = e−3t using either the method of undetermined coefficients, or the method of variation of parameters. Answer. #1. (method of undetermined coefficients.) The characteristic equation is r2 + 3r = 0, with roots −3, 0. Hence yc (t) = c1 + c2 e−3t . For f = set e−3t , the initial guess is Y (t) = ae−3t . However (2pt) ae−3t is part of yc and hence we Y (t) = ate−3t . (1pt) We have Y 0 = (a − 3at)e−3t , Y 00 = (−3a − 3a + 9at)e−3t , Y 00 + 3Y 0 = −3ae−3t . Thus a = − 31 (1pt) and 1 Y (t) = − te−3t . 3 Answer #2. (method of variation of parameters.) The characteristic equation is r2 + 3r = 0, with roots −3, 0. Hence two independent solutions are y1 (t) = 1, y2 (t) = e−3t . (1pt) (2pt) A particular solution is of the form Y (t) = y1 (t)u1 (t) + y2 (t)u2 (t) with u01 + e−3t u02 = 0, Thus We can solve u1 = − 19 e−3t 0 u01 − 3e−3t u02 = e−3t . 1 1 u02 = − , u01 = e−3t . 3 3 1 and u2 = − 3 t, and hence 1 1 1 1 Y = 1(− e−3t ) + e−3t (− t) = − e−3t − te−3t . 9 3 9 3 (2pt) (1pt) December 2014 Math 215/255 Sections 101–105 Final Exam Page 6 of 15 4. Consider a vibrating system described by the initial value problem u00 + cu0 + 4u = cos 2t, u(0) = 0, u0 (0) = 2. where c > 0 is the damping coefficient. (5 points) (a) Find the steady periodic part of the solution (the part of the solution which remains as t → ∞) of this problem, and find its amplitude. Do not find the transient part. Answer. The steady state is the particular solution of the form U (t) = a cos 2t + b sin 2t. Thus U 0 = 2b cos 2t − 2a sin 2t and U 00 = −4a cos 2t − 4b sin 2t. Substitution into the equation yields c(2b cos 2t − 2a sin 2t) = cos 2t. Thus a = 0, b = 1 2c , and U (t) = 1 sin 2t. 2c Its amplitude is 1 . 2c (2 points) (b) Let A(c) denote the maximum amplitude of the steady state solutions of the systems u00 + cu0 + 4u = cos ωt, u(0) = 0, u0 (0) = 2 among all possible ω > 0. What happens to A(c) as c → 0+ ? Explain why. Hint. You do not need to solve A(c) explicitly. Answer. A(c) goes to infinity, because A(c) ≥ 1 2c and limc→0+ 1 2c = ∞. December 2014 (6 points) Math 215/255 Sections 101–105 Final Exam Page 7 of 15 (c) Find a particular solution of y 00 + y = Hint: R Answer. tan t dt = − ln | cos t|, R 1 , cos t − π π <t< . 2 2 cot t dt = ln | sin t| The homogeneous equation has two independent solutions y1 (t) = sin t, y2 (t) = cos t. Using the method of variation of parameters, a particular solution is given by Y (t) = y1 (t)u1 (t) + y2 (t)u2 (t), in which y1 u01 + y2 u02 = 0, y10 u01 + y20 u02 = f. That is, sin t u01 + cos t u02 = 0, cos t u01 − sin t u02 = 1 . cos t Thus u01 = 1, u02 = − tan t Z u1 (t) = 1dt = t, Z u2 (t) = − tan t dt = ln | cos t| = ln(cos t) Hence a particular solution is Y (t) = t sin t + cos t ln(cos t) (− π π <t< ) 2 2 December 2014 Math 215/255 Sections 101–105 Final Exam Page 8 of 15 (8 points) 5. Use the Laplace transform to solve the system x00 (t) + 2x0 (t) + 2x(t) = 2 with initial conditions x(0) = 0, x0 (0) = 0. Answer. Writing X(s) for the Laplace transform of x(t), we obtain (s2 + 2s + 2)X(s) = 2 s and therefore X(s) = s(s2 2 . + 2s + 2) By partial fraction decomposition, we have X(s) = s2 −s − 2 1 + . + 2s + 2 s By completion of the square, this can be put in a convenient form to later apply the first shifting formula: X(s) = −(s + 1) 1 1 − + . 2 2 (s + 1) + 1 (s + 1) + 1 s Taking inverse Laplace transforms and applying the said shifting formula, we obtain n 1 o s o −t −1 (t) − e L (t) + 1 s2 + 1 s2 + 1 = −e−t (cos t + sin t) + 1. x(t) = −e−t L−1 n December 2014 Math 215/255 Sections 101–105 Final Exam Page 9 of 15 (6 points) 6. (a) Solve the system x00 (t) + 4x(t) = δ(t − 2) with initial conditions x(0) = 0 and x0 (0) = 0. Answer. Writing X(s) = L{x(t)} and taking Laplace transforms, we obtain (s2 + 4)X(s) = e−2s ⇒ X(s) = e−2s . s2 + 4 By the second shifting formula, we have therefore 1 o (t − 2) · u(t − 2) s2 + 4 = 21 sin(2(t − 2)) · u(t − 2). x(t) = L−1 (6 points) n (b) Find the Laplace transform of 1 if t < 1 f (t) = t if 1 ≤ t < 2 0 if t ≥ 2. Answer. We can rewrite the piecewise definition of f using Heavyside functions: f (t) = 1 · (1 − u(t − 1)) + t · u(t − 1) − u(t − 2) + 0 · u(t − 2) = 1 + (t − 1)u(t − 1) − tu(t − 2) = 1 + (t − 1)u(t − 1) − (t − 2)u(t − 2) − 2u(t − 2). This last expression makes it easier to apply the second shifting formula: 2e−2s 1 + e−s L{t}(s) − e−2s L{t}(s) − s s 1 1 e−s 2 = + − e−2s 2 + . s s s s F (s) = December 2014 Math 215/255 Sections 101–105 Final Exam Page 10 of 15 (7 points) 7. (a) Find general solution of dx = Ax, dt A= p 4 −1 p , assuming that p is real. Answer. We first find the eigenvalues of A by solving det(A − λI) = (p − λ)2 + 4 = 0. This gives two complex conjugated eigenvalues λ1,2 = p ± 2i. The eigenvector that corresponds to λ1 = p + 2i is −2i 4 0 2 v1 = ⇒ v1 = . −1 −2i 0 i The general solution is then given by 2 2 (p+2i)t e(p+2i)t , e + C2 Im x = C1 Re i i which can be simplified to x = C1 e (3 points) pt 2 cos(2t) − sin(2t) + C2 e pt 2 sin(2t) cos(2t) . (b) Describe the behaviour of the system (do not draw phase portrait) for all possible real values of p. Answer. Since the eigenvalues are λ1,2 = p ± 2i and Re(λ1,2 ) = p is real, there are only three cases. If p > 0, then the system behaves like a spiral source. If p < 0, then the system behaves like a spiral sink. If p = 0, then the system behaves like a center. December 2014 Math 215/255 Sections 101–105 Final Exam Page 11 of 15 (12 points) 8. Solve dx = Ax − dt 0 3t + 2 , x(0) = 0 1 , A= 0 1 3 2 . Answer. We start by finding the complimentary solution. The eigenvalues of matrix A can be found from −λ(2 − λ) − 3 = 0, which gives λ1 = 3 and λ2 = −1. The corresponding eigenvectors are −3 1 0 1 v1 = ⇒ v1 = , 3 −1 0 3 1 1 0 1 v2 = ⇒ v2 = . 3 3 0 −1 The complimentary solution is then xc = C1 1 3 3t e + C2 1 −1 e−t . Method 1. By undetermined coefficients, we seek for the particular solution in the form xp = at + b, where a and b are constant vectors with unknown components. Substituting xp into the equation gives 0 0 a = Aat + Ab − − t, 2 3 which implies that a = Ab − 0 2 , Aa = 0 3 . Computing the the inverse of A gives 1 = 3 −1 A −2 1 3 0 , which can be used to find a=A −1 0 3 = 1 0 −1 , b=A 1 2 = 0 1 . So, the particular solution is xp = t 1 . Method 2. To use variation of parameters, we first need to find fundamental matrix solution. Using the obtained complimentary solution, one has 3t 1 e−3t e−3t e e−t −1 X= , X = . 3e3t −e−t 3et −et 4 Particular solution can be found using 3t R Z 1 0 e e−t (−3t − 2)e−3t dt −1 R xp = X X dt = . −3t − 2 (3t + 2)et dt 4 3e3t −e−t December 2014 Math 215/255 Sections 101–105 Final Exam Page 12 of 15 The integrals can be calculated as R (−3t − 2)e−3t dt (t + 1)e−3t R = . (3t + 2)et dt (3t − 1)et Finally, the particular solution is 3t 1 e e−t (t + 1)e−3t t xp = = . 3t −t t −e (3t − 1)e 1 4 3e The general solution is x = C1 1 3 1 3 3t e + C2 1 −1 e −t + 0 1 t 1 0 1 . Using the initial condition gives x(0) = C1 + C2 1 −1 + which implies that C1 = C2 = 0. Finally, the solution is t . x= 1 = , December 2014 Math 215/255 Sections 101–105 Final Exam Page 13 of 15 9. Consider the nonlinear system y2 dx = x2 − + 1, dt 2 (5 points) dy = −4x − 2y. dt (1) (a) Find the equilibria (critical points) for the system (1). 2 Answer. The equilibria are solutions of the equations x2 − y2 + 1 = 0 and −4x − 2y = 0. From the second equation, we obtain y = −2x. Substituting this into the first equation, we have −x2 + 1 = 0. Hence the equilibria are (1, −2) and (−1, 2). (6 points) (b) Find the Jacobian (partial derivative) matrix for the system (1), compute the linearized system at each equilibrium, and compute the eigenvalues for each of the coefficient matrices. Answer. The Jacobian matrix is 2x −y −4 −2 . u 2 2 u0 . = v −4 −2 v0 The characteristic equation is λ2 + 4 = 0 and the eigenvalues are ±2i. 0 u −2 −2 u . = The linearized system at (−1, 2) is v −4 −2 v0 The characteristic equation is λ2 + 4λ − 4 = 0, and the eigenvalues are √ √ −4 ± 32 = −2 ± 2 2. 2 The linearized system at (1, −2) is December 2014 (4 points) Math 215/255 Sections 101–105 Final Exam Page 14 of 15 (c) Identify the equilibrium of (1) at which the linearized system (not system (1)) has a center. Classify the other equilibrium and indicate whether it is (asymptotically) stable or unstable in system (1). Answer. The eigenvalues of the coefficient matrix for the linearized system at equilibrium (1, −2) are are purely imaginary. Therefore the linearized system at (1, −2) has a center. The coefficient matrix for the linearized system at equilibrium (−1, 2) has a positive eigenvalue and a negative eigenvalue. Hence, the equilibrium is a saddle, which is unstable, in system (1). December 2014 Math 215/255 Sections 101–105 Final Exam Page 15 of 15 Table of Laplace transforms f (t) = L−1 {F (s)} F (s) = L{f (t)} 1. 1 2. e−at 3. tn , n positive integer 4. sin(at) 5. cos(at) 6. sinh(at) 7. cosh(at) 8. u(t − a) 1 , s>0 s 1 , s > −a s+a n! , s>0 n+1 s a , s>0 2 s + a2 s , s>0 2 s + a2 a , s > |a| s2 − a2 s , s > |a| 2 s − a2 e−as , s>0 s 9. u(t − a)f (t − a) e−as F (s) 10. e−at f (t) Z t 11. f (t − τ )g(τ )dτ F (s + a) F (s)G(s) 0 Z t 0 F (s) s 13. δ(t − a) e−as 14. f (n) (t) sn F (s) − sn−1 f (0) − ... − f (n−1) (0) 12. f (τ )dτ Variation of parameters If y1 (x) and y2 (x) are two solutions of Ly = 0, then the particular solution of Ly = f (x) is yp (x) = u1 (x)y1 (x) + u2 (x)y2 (x), y1 u01 + y2 u02 = 0, y10 u01 + y20 u02 = f (x).