Solutions to the Homework Replaces Section 3.7, 3.8

Similar documents
Solutions to the Homework Replaces Section 3.7, 3.8

Solutions to Selected Problems, 3.7 (Model of Mass-Spring System)

Notes on the Periodically Forced Harmonic Oscillator

Lecture Notes for Math 251: ODE and PDE. Lecture 16: 3.8 Forced Vibrations Without Damping

Forced Mechanical Vibrations

Second Order Linear ODEs, Part II

Undamped Free Vibrations (Simple Harmonic Motion; SHM also called Simple Harmonic Oscillator)

Chapter 3: Second Order Equations

Section Mass Spring Systems

Date: 31 March (1) The only reference material you may use is one 8½x11 crib sheet and a calculator.

4.5. Applications of Trigonometry to Waves. Introduction. Prerequisites. Learning Outcomes

Application of Second Order Linear ODEs: Mechanical Vibrations

Work sheet / Things to know. Chapter 3

Math 266 Midterm Exam 2

Week 9 solutions. k = mg/l = /5 = 3920 g/s 2. 20u + 400u u = 0,

Math 221 Topics since the second exam

Ordinary Differential Equations

Date: 1 April (1) The only reference material you may use is one 8½x11 crib sheet and a calculator.

Selected Solutions: 3.5 (Undetermined Coefficients)

Unforced Mechanical Vibrations

Chapter 2: Linear Constant Coefficient Higher Order Equations

11. Some applications of second order differential

Springs: Part II (Forced Vibrations)

Ch 3.7: Mechanical & Electrical Vibrations

MATH2351 Introduction to Ordinary Differential Equations, Fall Hints to Week 07 Worksheet: Mechanical Vibrations

2. Determine whether the following pair of functions are linearly dependent, or linearly independent:

Math 216 Second Midterm 20 March, 2017

Lecture 11. Scott Pauls 1 4/20/07. Dartmouth College. Math 23, Spring Scott Pauls. Last class. Today s material. Next class

Test #2 Math 2250 Summer 2003

MATH 246: Chapter 2 Section 8 Motion Justin Wyss-Gallifent

Springs: Part I Modeling the Action The Mass/Spring System

Math 215/255 Final Exam (Dec 2005)

MATH 251 Week 6 Not collected, however you are encouraged to approach all problems to prepare for exam

APPM 2360: Midterm 3 July 12, 2013.

HIGHER-ORDER LINEAR ORDINARY DIFFERENTIAL EQUATIONS II: Nonhomogeneous Case and Vibrations

Math K (24564) - Lectures 02

Solutions a) The characteristic equation is r = 0 with roots ±2i, so the complementary solution is. y c = c 1 cos(2t)+c 2 sin(2t).

FINAL EXAM SOLUTIONS, MATH 123

Math 308 Exam II Practice Problems

Solutions for homework 5

MA 266 Review Topics - Exam # 2 (updated)

Second order linear equations

DON T PANIC! If you get stuck, take a deep breath and go on to the next question. Come back to the question you left if you have time at the end.

Differential Equations: Homework 8

Phasor Young Won Lim 05/19/2015

Second In-Class Exam Solutions Math 246, Professor David Levermore Thursday, 31 March 2011

1. (10 points) Find the general solution to the following second-order differential equation:

Math Assignment 5

Ordinary Differential Equations

Section 3.7: Mechanical and Electrical Vibrations

Jim Lambers MAT 285 Spring Semester Practice Exam 2 Solution. y(t) = 5 2 e t 1 2 e 3t.

REVIEW PROBLEMS FOR MIDTERM II MATH 2373, FALL 2016 ANSWER KEY

Math K (24564) - Homework Solutions 02

Exam 1 Review SOLUTIONS

4.2 Homogeneous Linear Equations

M A : Ordinary Differential Equations

M A : Ordinary Differential Equations

Table of contents. d 2 y dx 2, As the equation is linear, these quantities can only be involved in the following manner:

Name:... Section:... Physics 208 Quiz 8. April 11, 2008; due April 18, 2008

Math 216 Second Midterm 19 March, 2018

c 1 = y 0, c 2 = 1 2 y 1. Therefore the solution to the general initial-value problem is y(t) = y 0 cos(2t)+y sin(2t).

4.9 Free Mechanical Vibrations

Vibrations and Waves Physics Year 1. Handout 1: Course Details

Chapter 10: Sinusoidal Steady-State Analysis

Exam Question 6/8 (HL/OL): Circular and Simple Harmonic Motion. February 1, Applied Mathematics: Lecture 7. Brendan Williamson.

Chapter 2: Complex numbers

Exam II Review: Selected Solutions and Answers

Sinusoids. Amplitude and Magnitude. Phase and Period. CMPT 889: Lecture 2 Sinusoids, Complex Exponentials, Spectrum Representation

Background ODEs (2A) Young Won Lim 3/7/15

CMPT 889: Lecture 2 Sinusoids, Complex Exponentials, Spectrum Representation

Problem 1: Lagrangians and Conserved Quantities. Consider the following action for a particle of mass m moving in one dimension

Thursday, August 4, 2011

Resonance and response

Exercises Lecture 15

dx n a 1(x) dy

Differential Equations 2280 Sample Midterm Exam 3 with Solutions Exam Date: 24 April 2015 at 12:50pm

Chapter 16: Oscillations

The Harmonic Oscillator

A: Brief Review of Ordinary Differential Equations

Second-Order Linear ODEs

MATH141: Calculus II Exam #1 review 6/8/2017 Page 1

Chapter 7 Hooke s Force law and Simple Harmonic Oscillations

natural frequency of the spring/mass system is ω = k/m, and dividing the equation through by m gives

Trigonometry Exam II Review Problem Selected Answers and Solutions

Linear Second Order ODEs

DIFFERENTIAL EQUATIONS REVIEW. Here are notes to special make-up discussion 35 on November 21, in case you couldn t make it.

Ex. 1. Find the general solution for each of the following differential equations:

HOMEWORK 4: MATH 265: SOLUTIONS. y p = cos(ω 0t) 9 ω 2 0

Examiner: D. Burbulla. Aids permitted: Formula Sheet, and Casio FX-991 or Sharp EL-520 calculator.

Topic 5 Notes Jeremy Orloff. 5 Homogeneous, linear, constant coefficient differential equations

Section 4.3 version November 3, 2011 at 23:18 Exercises 2. The equation to be solved is

Complex Numbers and the Complex Exponential

Imaginary. Axis. Real. Axis

Vibrations and waves: revision. Martin Dove Queen Mary University of London

Section 3.4. Second Order Nonhomogeneous. The corresponding homogeneous equation

2.3 Oscillation. The harmonic oscillator equation is the differential equation. d 2 y dt 2 r y (r > 0). Its solutions have the form

Examiner: D. Burbulla. Aids permitted: Formula Sheet, and Casio FX-991 or Sharp EL-520 calculator.

Math 240: Spring-mass Systems

MATH 23 Exam 2 Review Solutions

F = ma, F R + F S = mx.

Transcription:

Solutions to the Homework Replaces Section 3.7, 3.8. Show that the period of motion of an undamped vibration of a mass hanging from a vertical spring is 2π L/g SOLUTION: With no damping, mu + ku = 0 has solution u(t) = A cos k m t + B sin k m t so the period is given below. We also note that mg kl = 0, and this equation yields the desired substitution: P = 2π m = 2π and mg = kl k k k m = g L m 2. Convert the following to R cos(ωt delta) SOLUTION: Given A cos(ωt) + B sin(ωt), then R = A 2 + B 2 and δ = tan (B/A). For δ, use a four quadrant inverse by adding or subtracting π when necessary- when (A, B) as a point in the plane is in quadrant II or III. I included these conversions because the formulas we use are identical to those we used in converting a + ib in the complex plane to polar form, re iθ. (a) u = 2 cos(3t) + sin(3t) SOLUTION: R = 5 and ω = 3. The angle δ is computed as the argument of the point (2, ), which you can leave as δ = tan (/2): 2 cos(3t) + sin(3t) = 5 cos(3t tan (/2)) (b) u = 2π cos(πt) π sin(πt) SOLUTION: Same idea, but note that ( 2π, π) is a point in Quadrant III, so we add (or subtract) π: R = π 5 and δ = tan (/2) + π and ω = π (c) u = 5 sin(t/2) cos(t/2) SOLUTION: Did you notice I reversed the sine and cosine on you (that was a mistake, but maybe it was a helpful one). The value of R and omega would be the same either way, but δ changes: R = 26 ω = 2 For δ, notice that our point is (, 5) which is in Quadrant II, so add π: 26 cos ( t 2 tan ( 5) π)

3. Show that in the case of beating, the general solution is indeed of the form y + ω 2 0y = a cos(ωt) y(t) = c sin(ω 0 t) + c 2 cos(ω 0 t) + (You don t have to answer the second part of the question). a ω 2 0 ω 2 cos(ωt) SOLUTION: The roots to the characteristic equation are r = ±ω 0 i, so by the Method of Undetermined coefficients, if ω ω 0, the particular part of the solution is: Therefore, B = 0 and A = y p = Aω 2 cos(ωt) Bω 2 sin(ωt) +ω0y 2 p = ω0(a 2 cos(ωt) + B sin(ωt)) a cos(ωt) = A(ω0 2 ω 2 ) cos(ωt) + B(ω0 2 ω 2 ) sin(ωt) a, and the full solution to the given ODE is: ω0 2 ω2 y(t) = C cos(ω 0 t) + C 2 sin(ω 0 t) + 4. (Exercise 7, Section 3.7- Set up by hand, let Maple solve it.) a ω 2 0 ω 2 cos(ωt) NOTE: For an exam or quiz, I would remind you that g = 32ft/sec 2. The set up: The spring constant is found by recalling that mg kl = 0. Then, solving for k, we get: k = mg/l. In this problem, the weight of 3 pounds is mg, and the length should be in feet: L = /4, giving k = 3/(/4) = 2. Using g = 32 ft/sec 2, the mass is 32m = 3, of m = 3/32. Since there is no damping, we have: 3 32 u + 2u = 0 We could continue by hand, but the numbers are messy (the book authors wanted you to use Maple to solve it). 5. (Exercise 9, Section 3.7- Set up by hand, let Maple solve it.) Exercise 9 is similar- Careful with units (I ll keep units consistent in my questions to you as meters, kg and seconds). In this case, its probably easiest to use centimeters, grams and second. In that case, g = 980 cm/sec 2, and we need to solve for the spring constant: m = 20 γ = 400 mg = kl 20 980 = k 5 Therefore, 20u + 400u + 3920u = 0 u(0) = 2 u (0) = 0 We can stop there doing this by hand (again, the authors meant for us to use Maple from here). 2

6. Find the general solution of the given differential equation: y + 3y + 2y = cos(t) First, get the homogeneous part of the solution by solving the characteristic equation: r 2 + 3r + 2 = 0 (r + 2)(r + ) = 0 r =, 2 Therefore, y h (t) = C e t + C 2 e 2t. You could solve for the particular solution one of two ways- Undetermined Coefficients or using Variation of Parameters. For extra practice, you might try both. SOLUTION: y p (t) = A cos(t) + B sin(t) y p = B cos(t) A sin(t) y p = A cos(t) B sin(t) so that, looking at the coefficients of cos(t) and sin(t), we have: Therefore, by Cramer s Rule: ( A + 3B + 2A) cos(t) + ( B 3A + 2B) sin(t) = cos(t) A + 3B = 3A + B = 0 A = 0 B = 3 0 The solution is C e t + C 2 e 2t + 0 cos(t) + 3 0 sin(t) 7. What is the transient solution? What is the steady state solution? (See section 3.8) 8. Pictured below are the graphs of several solutions to the differential equation: 9. Recall that Real(e iθ ) = cos(θ) Imag(e iθ ) = sin(θ) 0. Fill in the question marks with the correct expression: Given the undamped second order differential equation, y + ω 2 0y = A cos(ωt), we see beating if ( ω ω 0 is small) In particular, the longer period wave has a period that gets longer as ω ω 0, and its amplitude gets bigger NOTE: Beating and resonance will be on the exam, but the transition from beating to resonance (as in this question) will not be. 3

. Find the solution to y + 9y = 2 cos(3t), y(0) = 0, y (0) = 0 by first solving the more general equation: y + 9y = 2 cos(at), y(0) = 0, y (0) = 0, then take the limit of your solution as a 3. Solution: First, the homogeneous part of the solution is: y h (t) = C cos(3t) + C 2 sin(3t) The particular part is (differentiate to substitute into the DE): And, y p = A cos(at) + B sin(at) y p = Aa 2 cos(at) Ba 2 sin(at) y p + 9y p = A ( a 2 + 9 ) cos(at) + B ( a 2 + 9 ) = 2 cos(at) A = 2 9 a 2 B = 0 The particular part of the solution is: y p (t) = 2 9 a 2 cos(at) Put everything together to solve with the initial conditions, y(0) = 0 and y (0) = 0: y = C cos(3t)+c 2 sin(3t)+ 2 9 a 2 cos(at) 0 = C + 2 9 a 2 C = 2 9 a 2 and, using y (0) = 0, 0 = 0 + 3C 2 + 0 C 2 = 0 Therefore, the overall solution to the IVP is: y(t) = 2 (cos(at) cos(3t)) 9 a2 Take the limit as a 3 using L Hospital s rule: 2(cos(at) cos(3t)) 2t sin(at) lim = lim a 3 9 a 2 a 3 2a 2. (Exercise 6, Section 3.8: Do this one by hand.) = 2t sin(3t) ( 2)(3) = 3 t sin(3t) Set up the constants first- Use meters, kilograms and seconds so that they all line up- In that case, m = 5 k(0.) = 5(9.8) k = 490 For the damping, remember that we assume that damping is proportional to the velocity. Therefore, what s given in the text can be used to solve for γ. First we change 4 cm/sec to m/sec: 0.04 m/s, and: 0.04γ = 2 γ = 50 Therefore, ( t 5u + 50u + 490u = 0 sin 2) with u(0) = 0 and u (0) = 0.03. That s as far as we need to go. 4

3. (Exercise 0, Section 3.8). We will set it up by hand (we won t do the Maple for the exam). In this case, we ll actually solve it. The author is mixing units again, so use feet, pounds and seconds: We see that mg = 8 with g = 32, and mg kl = 0, so that we can solve for the spring constant: And m = 8 32 = 4 gives: 8 k 2 = 0 k = 6 4 u + 6u = 8 sin(8t) u + 64u = 32 sin(8t) Using the method of undetermined coefficients, the particular part of the solution is found by guessing, then substitute the guess into the DE: u p = t(a cos(8t) + B sin(8t)) u p = (6B 64At) cos(8t) + ( 6A 64Bt) sin(8t) 64u p = 64At cos(8t) + 64Bt sin(t) 32 sin(8t) = 6B cos(8t) 6A sin(8t) From which we get A = 2 and B = 0 so that the overall solution so far is: u(t) = C cos(8t) + C 2 sin(8t) 2t cos(8t) Using the initial conditions u(0) = 4 and u (0) = 0, we get: 4. (Exercise 7, Section 3.8: Set up by hand.) 4 = C = C 2 u + 4 u + 2u = 2 cos(ωt) u(0) = 0 u (0) = 2 You should be able to get the homogeneous part of the solution: r 2 + 4 r + 2 = 0 r2 + 4 r + 64 = 27 64 And state the form of the particular part of the solution: y p = A cos(ωt) + B sin(ωt) r = 8 ± 27 8 i 5