Math 266: Phase Plane Portrait

Similar documents
Def. (a, b) is a critical point of the autonomous system. 1 Proper node (stable or unstable) 2 Improper node (stable or unstable)

+ i. cos(t) + 2 sin(t) + c 2.

Chapter 6 Nonlinear Systems and Phenomena. Friday, November 2, 12

Nonlinear Autonomous Systems of Differential

154 Chapter 9 Hints, Answers, and Solutions The particular trajectories are highlighted in the phase portraits below.

Problem set 7 Math 207A, Fall 2011 Solutions

Linear Planar Systems Math 246, Spring 2009, Professor David Levermore We now consider linear systems of the form

STABILITY. Phase portraits and local stability

Department of Mathematics IIT Guwahati

Stability of Dynamical systems

Math 4B Notes. Written by Victoria Kala SH 6432u Office Hours: T 12:45 1:45pm Last updated 7/24/2016

Even-Numbered Homework Solutions

A plane autonomous system is a pair of simultaneous first-order differential equations,

Section 5. Graphing Systems

Section 5.4 (Systems of Linear Differential Equation); 9.5 Eigenvalues and Eigenvectors, cont d

Math 3301 Homework Set Points ( ) ( ) I ll leave it to you to verify that the eigenvalues and eigenvectors for this matrix are, ( ) ( ) ( ) ( )

ENGI Duffing s Equation Page 4.65

4 Second-Order Systems

7 Planar systems of linear ODE

Problem set 6 Math 207A, Fall 2011 Solutions. 1. A two-dimensional gradient system has the form

APPM 2360: Final Exam 10:30am 1:00pm, May 6, 2015.

Autonomous Systems and Stability

Part II Problems and Solutions

Math 312 Lecture Notes Linearization

Answers and Hints to Review Questions for Test (a) Find the general solution to the linear system of differential equations Y = 2 ± 3i.

Section 9.3 Phase Plane Portraits (for Planar Systems)

MA 527 first midterm review problems Hopefully final version as of October 2nd

Chapter 4. Systems of ODEs. Phase Plane. Qualitative Methods

Math 331 Homework Assignment Chapter 7 Page 1 of 9

1 The pendulum equation

Solutions to Dynamical Systems 2010 exam. Each question is worth 25 marks.

Phase portraits in two dimensions

Math 215/255 Final Exam (Dec 2005)

CDS 101 Precourse Phase Plane Analysis and Stability

THE SEPARATRIX FOR A SECOND ORDER ORDINARY DIFFERENTIAL EQUATION OR A 2 2 SYSTEM OF FIRST ORDER ODE WHICH ALLOWS A PHASE PLANE QUANTITATIVE ANALYSIS

MATH 251 Examination II April 4, 2016 FORM A. Name: Student Number: Section:

First Midterm Exam Name: Practice Problems September 19, x = ax + sin x.

MathQuest: Differential Equations

Sample Solutions of Assignment 9 for MAT3270B

Hello everyone, Best, Josh

Nonlinear Autonomous Dynamical systems of two dimensions. Part A

FIRST-ORDER SYSTEMS OF ORDINARY DIFFERENTIAL EQUATIONS III: Autonomous Planar Systems David Levermore Department of Mathematics University of Maryland

Autonomous systems. Ordinary differential equations which do not contain the independent variable explicitly are said to be autonomous.

Calculus and Differential Equations II

Linearization and Stability Analysis of Nonlinear Problems

Math 216 Final Exam 24 April, 2017

2.10 Saddles, Nodes, Foci and Centers

Math 232, Final Test, 20 March 2007

ENGI Linear Approximation (2) Page Linear Approximation to a System of Non-Linear ODEs (2)

MATH 215/255 Solutions to Additional Practice Problems April dy dt

Understand the existence and uniqueness theorems and what they tell you about solutions to initial value problems.

1. < 0: the eigenvalues are real and have opposite signs; the fixed point is a saddle point

ENGI 9420 Lecture Notes 4 - Stability Analysis Page Stability Analysis for Non-linear Ordinary Differential Equations

Third In-Class Exam Solutions Math 246, Professor David Levermore Thursday, 3 December 2009 (1) [6] Given that 2 is an eigenvalue of the matrix

Systems of Ordinary Differential Equations

Dynamical Systems Solutions to Exercises

Classification of Phase Portraits at Equilibria for u (t) = f( u(t))

Physics: spring-mass system, planet motion, pendulum. Biology: ecology problem, neural conduction, epidemics

Sample Solutions of Assignment 10 for MAT3270B

Final Exam Review. Review of Systems of ODE. Differential Equations Lia Vas. 1. Find all the equilibrium points of the following systems.

Nonlinear differential equations - phase plane analysis

Solutions to Final Exam Sample Problems, Math 246, Spring 2011

Chapter 7. Nonlinear Systems. 7.1 Introduction

Lecture 38. Almost Linear Systems

Solutions to Math 53 Math 53 Practice Final

ANSWERS Final Exam Math 250b, Section 2 (Professor J. M. Cushing), 15 May 2008 PART 1

Math 312 Lecture Notes Linear Two-dimensional Systems of Differential Equations

MATH 251 Examination II July 28, Name: Student Number: Section:

6.3. Nonlinear Systems of Equations

REVIEW NOTES FOR MATH 266

Do not write below here. Question Score Question Score Question Score

MATH 251 Final Examination December 19, 2012 FORM A. Name: Student Number: Section:

Di erential Equations

You may use a calculator, but you must show all your work in order to receive credit.

Homogeneous Constant Matrix Systems, Part II

MATH 415, WEEKS 7 & 8: Conservative and Hamiltonian Systems, Non-linear Pendulum

MAT 22B - Lecture Notes

Math 5BI: Problem Set 6 Gradient dynamical systems

Copyright (c) 2006 Warren Weckesser

Half of Final Exam Name: Practice Problems October 28, 2014

MATH 4B Differential Equations, Fall 2016 Final Exam Study Guide

Two Dimensional Linear Systems of ODEs

CDS 101/110a: Lecture 2.1 Dynamic Behavior

Nonlinear dynamics & chaos BECS

Math Assignment 5

Computer Problems for Methods of Solving Ordinary Differential Equations

EE222 - Spring 16 - Lecture 2 Notes 1

Lecture 9. Systems of Two First Order Linear ODEs

MATH 251 Examination I October 10, 2013 FORM A. Name: Student Number: Section:

Complex Dynamic Systems: Qualitative vs Quantitative analysis

MATH 1700 FINAL SPRING MOON

Solutions for B8b (Nonlinear Systems) Fake Past Exam (TT 10)

CDS 101/110a: Lecture 2.1 Dynamic Behavior

Name: MA 226 Exam 2 Show Your Work and JUSTIFY Your Responses. Problem Possible Actual Score TOTAL 100

Math 1270 Honors ODE I Fall, 2008 Class notes # 14. x 0 = F (x; y) y 0 = G (x; y) u 0 = au + bv = cu + dv

28. Pendulum phase portrait Draw the phase portrait for the pendulum (supported by an inextensible rod)

ODE, part 2. Dynamical systems, differential equations

Lecture Notes for Math 251: ODE and PDE. Lecture 27: 7.8 Repeated Eigenvalues

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

0 as an eigenvalue. degenerate

Transcription:

Math 266: Phase Plane Portrait Long Jin Purdue, Spring 2018

Review: Phase line for an autonomous equation For a single autonomous equation y = f (y) we used a phase line to illustrate the equilibrium solutions y(t) y 0 where f (y 0 ) = 0 as well as other solutions. Figure: Left: Graph of f ; Right: Phase line for y = f (y).

Phase plane portrait for autonomous planar system For an autonomous planar system x = f (x, y), y = g(x, y) we can use a similar two-dimensional picture called phase plane portrait to illustrate all the solutions.

Phase plane portrait for autonomous planar system For an autonomous planar system x = f (x, y), y = g(x, y) we can use a similar two-dimensional picture called phase plane portrait to illustrate all the solutions. Phase plane portrait We plot y against x instead of t. Every solution is represented by a curve which is a parametric curve with parameter t.

Phase plane portrait for autonomous planar system For an autonomous planar system x = f (x, y), y = g(x, y) we can use a similar two-dimensional picture called phase plane portrait to illustrate all the solutions. Phase plane portrait We plot y against x instead of t. Every solution is represented by a curve which is a parametric curve with parameter t. An equilibrium solution is represented by a point (x 0, y 0 ) (called critical point) satisfying f (x, y) = g(x, y) = 0.

Direction field We also have a direction field associated to the autonomous planar system x = f (x, y), y = g(x, y) in which we plot the vector (f (x, y), g(x, y)) at each point (x, y) in the plane.

Direction field We also have a direction field associated to the autonomous planar system x = f (x, y), y = g(x, y) in which we plot the vector (f (x, y), g(x, y)) at each point (x, y) in the plane. If we regard y as a function of x, then it satisfies the equation dy dx = dy/dt dx/dt = g(x, y) f (x, y). The direction field of the planar system and the one of this first order equation is different by a scaling of each vector.

Linear systems We have discussed the simplest situation: a homogeneous linear system of two equations with constant coefficients. ( ) ( ) x x(t) a b = Ax, x(t) =, A = y(t) c d or more explicitly x = ax + by, y = cx + dy.

Linear systems We have discussed the simplest situation: a homogeneous linear system of two equations with constant coefficients. ( ) ( ) x x(t) a b = Ax, x(t) =, A = y(t) c d or more explicitly x = ax + by, y = cx + dy. We have seen how to solve this system by finding eigenvalues and eigenvectors of A. Alternatively, the trajectories in the phase plane can also be obtained by solving the first order equation dy dx = cx + dy ax + by which is homogeneous: the right-hand side is a function of y/x.

Linear examples For a single autonomous equation, the equilibrium solutions (critical points) have a simple classification: asymptotically stable/unstable/semistable.

Linear examples For a single autonomous equation, the equilibrium solutions (critical points) have a simple classification: asymptotically stable/unstable/semistable. For planar systems, things become more complicated. We have seen some linear examples: ( ) 1 1 A =, 0 is a saddle point (always unstable). 4 1 ( 3 2 A = ), 0 is a node, which is asymptotically stable. 2 2 A = stable. A = ( ) 1 2 1 1 1, 0 is a spiral point, which is asymptotically 2 ( 1 1 1 3 ), 0 is an improper node, which is unstable.

Linear examples For a single autonomous equation, the equilibrium solutions (critical points) have a simple classification: asymptotically stable/unstable/semistable. For planar systems, things become more complicated. We have seen some linear examples: ( ) 1 1 A =, 0 is a saddle point (always unstable). 4 1 ( 3 2 A = ), 0 is a node, which is asymptotically stable. 2 2 A = stable. A = ( ) 1 2 1 1 1, 0 is a spiral point, which is asymptotically 2 ( 1 1 1 3 ), 0 is an improper node, which is unstable. We can use the software pplane to plot the direction fields and some solutions.

Nonlinear examples For nonlinear systems, the phase plane portrait may be much more complicated. Let us see some examples using pplane. Pendulum: lθ + γ m θ + g sin θ = 0. Predator-Prey model: x = x(a αx), y = y( c + γy). Competing species: x = x(a αx βy), y = y(b γx δy). Van der Pol equation: x = µ(x 1 3 x 3 y), y = 1 µ x. Duffing equation of nonlinear spring: mu + γu + ku + lu 3 = 0.

Equilibrium solutions in linear system Now we discuss in detail the different situation of the equilibrium solutions in linear systems: x = Ax. If A is invertible, i.e. det(a) 0, then 0 is not an eigenvalue of A and 0 is the only critical point. If A is not invertible, i.e. det(a) = 0, then there are infinity many critical points forming a line passing through 0, (if A 0) or the whole plane (if A = 0).

Equilibrium solutions in linear system Now we discuss in detail the different situation of the equilibrium solutions in linear systems: x = Ax. If A is invertible, i.e. det(a) 0, then 0 is not an eigenvalue of A and 0 is the only critical point. If A is not invertible, i.e. det(a) = 0, then there are infinity many critical points forming a line passing through 0, (if A 0) or the whole plane (if A = 0). ( ) a b We are mostly interested in the first case. Write A =, c d then the eigenvalues are the roots of the characteristic equation det(a ri ) = r 2 tr(a)r + det(a) = 0, tr(a) = a + d, det(a) = ad bc. We can classify the behavior of the equilibrium solution by the properties of eigenvalues r 1 and r 2.

Classification of equilibrium solutions: Real eigenvalues When the eigenvalues r 1 and r 2 are real (and nonzero), we have the following classification: If r 1 and r 2 are of opposite sign (one positive, one negative), then 0 is a saddle point. Saddle points are always unstable.

Classification of equilibrium solutions: Real eigenvalues When the eigenvalues r 1 and r 2 are real (and nonzero), we have the following classification: If r 1 and r 2 are of opposite sign (one positive, one negative), then 0 is a saddle point. Saddle points are always unstable. If r 1 and r 2 are of the same sign, then 0 is a node, which is proper if r 1 r 2 and improper or star if r 1 = r 2.

Classification of equilibrium solutions: Real eigenvalues When the eigenvalues r 1 and r 2 are real (and nonzero), we have the following classification: If r 1 and r 2 are of opposite sign (one positive, one negative), then 0 is a saddle point. Saddle points are always unstable. If r 1 and r 2 are of the same sign, then 0 is a node, which is proper if r 1 r 2 and improper or star if r 1 = r 2. Moreover, the node is asymptotically stable if both r 1 and r 2 are negative; unstable if both r 1 and r 2 are positive.

Classification of equilibrium solutions: Real eigenvalues When the eigenvalues r 1 and r 2 are real (and nonzero), we have the following classification: If r 1 and r 2 are of opposite sign (one positive, one negative), then 0 is a saddle point. Saddle points are always unstable. If r 1 and r 2 are of the same sign, then 0 is a node, which is proper if r 1 r 2 and improper or star if r 1 = r 2. Moreover, the node is asymptotically stable if both r 1 and r 2 are negative; unstable if both r 1 and r 2 are positive. Stability 0 is stable if nearby solutions stay nearby. 0 is asymptotically stable if nearby solutions converge to 0. 0 is unstable if (at least some) nearby solutions escapes away from 0.

Classification of equilibrium solutions: Complex eigenvalues When the eigenvalues r 1 and r 2 are complex: r 1,2 = λ ± iµ, µ 0, we have the following classification: If λ = 0, then 0 is a center. A center is always stable, but not asymptotically stable.

Classification of equilibrium solutions: Complex eigenvalues When the eigenvalues r 1 and r 2 are complex: r 1,2 = λ ± iµ, µ 0, we have the following classification: If λ = 0, then 0 is a center. A center is always stable, but not asymptotically stable. If λ 0, then 0 is a spiral point.

Classification of equilibrium solutions: Complex eigenvalues When the eigenvalues r 1 and r 2 are complex: r 1,2 = λ ± iµ, µ 0, we have the following classification: If λ = 0, then 0 is a center. A center is always stable, but not asymptotically stable. If λ 0, then 0 is a spiral point. Moreover, the spiral point is asymptotically stable if λ < 0; unstable if λ > 0.

Classification of equilibrium solutions: Complex eigenvalues When the eigenvalues r 1 and r 2 are complex: r 1,2 = λ ± iµ, µ 0, we have the following classification: If λ = 0, then 0 is a center. A center is always stable, but not asymptotically stable. If λ 0, then 0 is a spiral point. Moreover, the spiral point is asymptotically stable if λ < 0; unstable if λ > 0. We can not determine the direction of the spirals (clockwise or counterclockwise) by looking at the eigenvalues. Instead, we can look at the direction field at some point. For example, at (x, y) = (1, 0), the vector in the direction field is (a, c). So if c > 0, then the spirals are counterclockwise; if c < 0, then the spirals are clockwise.

Trace-Determinant picture Alternatively, we can use trace and determinant of A to classify.

Mass-spring system As an example, we consider the mass-spring system mu + γu + ku = 0 where u = u(t) is the displacement from the equilibrium position; m > 0 is the mass; γ 0 is the damping coefficient; k > 0 is the spring constant.

Mass-spring system As an example, we consider the mass-spring system where mu + γu + ku = 0 u = u(t) is the displacement from the equilibrium position; m > 0 is the mass; γ 0 is the damping coefficient; k > 0 is the spring constant. Taking x = u, y = u, then we can rewrite this equation as a linear system ( ) ( ) x x 0 1 = Ax, x =, A = y k m γ m

Mass-spring system x = Ax, x = The characteristic equation is ( ) ( ) x 0 1, A = y k m γ m det(a ri ) = r 2 + γ m r + k m = 1 m (mr 2 + γr + k) = 0. Undamped: γ = 0, r = ±i k/m, so 0 is a center. Underdamped: 0 < γ < 2 km, r = λ ± iµ, λ = γ/2m < 0, so 0 is an asymptotically stable spiral point. Critically damped: γ = 2 km, r 1 = r 2 = γ/2m < 0, so 0 is an improper node, which is asymptotically stable. Overdamped: γ > 2 km, then r 1 < r 2 < 0, so 0 is an asymptotically stable node.

Another example Consider the following example with parameter α ( ) x α 2 = Ax, A =. 2 0 The characteristic equation is ( ) α r 2 det(a ri ) = det = r 2 αr + 4 = 0 2 r and the eigenvalues are r = α ± α 2 16. 2

Another example: Continue Consider the following example with parameter α ( ) x α 2 = Ax, A =. 2 0 α < 4: Two negative eigenvalues, asymptotically stable node. 4 < α < 0: Complex eigenvalues with negative real parts, asymptotically stable spiral point. (Clockwise) 0 < α < 4: Complex eigenvalues with positive real parts, unstable spiral point. (Clockwise) α > 4: Two positive eigenvalues, unstable node. Critical values for α α = 4: asymptotically stable improper node. α = 0: center. α = 4: unstable improper node.