Equations of Mathematical Physics and Separation of Variables Notes
Course Overview and Introduction to Mathematical Physics Equations
Content Summary: The course covers four primary methods, three fundamental equations, and two special functions used in mathematical physics.
- Four Methods: Separation variable method, Traveling wave method, integral-transform method, and Green’s function method.
- Three Equations: Wave equation, Heat equation, and Laplace equation.
- Two Special Functions: Bessel Function and Legendre Function.
Definition of Mathematical Equations: Using mathematical equations to describe physical phenomena.
Chapter 2 Focus: Separation Variable Method, applied specifically to:
- A. The free vibration of a finite string.
- B. Heat conduction on a finite rod.
- C. Laplace’s Equation.
- D. Solution of non-homogeneous Partial Differential Equations (PDE).
- E. Treatment of non-homogeneous boundary conditions.
The Separation of Variables Method
Main Concept: The core idea is to assume that the solution to a PDE, such as u(α,β,γ), can be decomposed into a product of three independent functions: u(α,β,γ)=f(α)g(β)h(γ).
Procedure:
- 1. Determine three ordinary differential equations (ODE) that each function (f, g, h) must satisfy.
- 2. Solve each ODE independently (these are usually familiar, elementary equations).
- 3. "Paste" the solutions together to reconstruct the full PDE solution.
Formal Steps:
- Step 1: Find particular solutions (satisfying boundary or initial conditions) in variable separation form.
- Step 2: Use the superposition principle to create a linear combination of these solutions.
- Step 3: Use the remaining initial or boundary conditions to determine the superposition coefficients.
Scope of Application: Wave equations, heat conduction problems, stable field (steady-state) problems, etc.
Characteristics:
- Physical Guarantee: The superposition principle ensures physical validity.
- Mathematical Guarantee: The uniqueness of the solution ensures correctness.
- Simplification: Transforms complex PDEs into manageable ODEs.
Free Vibration of a Finite String
Problem Definition: Vibration behavior of a string with two ends fixed.
General PDE Formulation:
- Equation: ∂t2∂2u=a2∂x2∂2u where 0<x<l and t>0.
- Boundary Conditions (BCs): u(0,t)=0 and u(l,t)=0 (ends are fixed).
- Initial Conditions (ICs): u(x,0)=ϕ(x) and ∂t∂u∣t=0=ψ(x).
Derivation via Separation of Variables:
- Let u(x,t)=X(x)T(t).
- Substitute into the initial equation: X(x)T′′(t)=a2X′′(x)T(t).
- Rearrange to separate variables: X(x)X′′(x)=a2T(t)T′′(t)=−λ.
- Resulting ODEs:
- X′′(x)+λX(x)=0
- T′′(t)+λa2T(t)=0
- Boundary conditions for X(x): X(0)=0 and X(l)=0.
The Eigenvalue Problem
Definition: The set of nonzero values λ is called the Eigenvalue, and the corresponding non-zero functions X(x) are the Eigenfunctions.
Case Analysis for $\lambda$:
- Case 1: λ<0:
- Let λ=−β2. The general solution is X(x)=Aeβx+Be−βx.
- Applying X(0)=0: A+B=0→B=−A.
- Applying X(l)=0: A(eβl−e−βl)=0. Since βl=0, then A=0.
- Trivial solution: X(x)=0.
- Case 2: λ=0:
- The general solution is X(x)=Ax+B.
- Applying X(0)=0→B=0.
- Applying X(l)=0→Al=0→A=0.
- Trivial solution: X(x)=0.
- Case 3: λ>0:
- Let λ=β2. The general solution is X(x) = A \cos(\beta x) + B \sin(̢\beta x).
- Applying X(0)=0→A=0.
- Applying X(l)=0→Bsin(βl)=0. For non-zero solution, sin(βl)=0.
- Eigenvalues: β=lnπ, so λn=(lnπ)2 for n=1,2,3,….
- Eigenfunctions: Xn(x)=Bnsin(lnπx).
General Solution and Coefficients
Time-dependent Solution: For λn, the time equation is Tn′′(t)+(lnπa)2Tn(t)=0.
- Solution: Tn(t)=Cn′cos(lnπat)+Dn′sin(lnπat).
Superposition: The general solution is the sum of particular solutions:
- u(x,t)=∑n=1∞[Cncos(lnπat)+Dnsin(lnπat)]sin(lnπx).
Determining Coefficients (Cn,Dn):
- Use orthogonality of trigonometric functions: ∫0lsin(lnπx)sin(lmπx)dx={0amp;n=m2lamp;n=m.
- From Initial Condition u(x,0)=ϕ(x): Cn=l2∫0lϕ(x)sin(lnπx)dx.
- From Initial Condition ut(x,0)=ψ(x): Dn=nπa2∫0lψ(x)sin(lnπx)dx.
Characteristics of Vibration Solutions
Standing Wave Method: A particular solution can be expressed as un(x,t)=Ansin(lnπx)cos(ωnt−θn).
- Amplitude: An=Cn2+Dn2.
- Frequency: ωn=lnπa.
- Initial Phase: θn=arctan(CnDn).
Nodes: Points where the displacement is always zero (sin(lnπx)=0).
Antinodes: Points where the displacement amplitude is maximal.
Coefficient Solution:
- Since velocity is 0, Dn=0.
- Cn=102∫010[1000x(10−x)]sin(10nπx)dx.
- Calculation result: Cn=50001∫010(10x−x2)sin(10nπx)dx=5(nπ)34(1−cos(nπ)).
- If n is even, Cn=0. If n is odd, Cn=5n3π38.
Final Series Solution: u(x,t)=∑n=1,3,5…5n3π38cos(10nπt)sin(10nπx).
Detailed Example 2: Modified Boundary Conditions
Problem: Solve the wave equation with u(0,t)=0 and ux(l,t)=0 (one end fixed, one end free).
Eigenvalue Problem:
- X′′(x)+λX(x)=0 with X(0)=0 and X′(l)=0.
- For \lambda > 0, X(x)=Acos(βx)+Bsin(βx).
- X(0)=A=0.
- X′(l)=Bβcos(βl)=0→cos(βl)=0.
- Eigenvalues: βn=2l(2n−1)π, so λn=[2l(2n−1)π]2.
General Solution: u(x,t)=∑n=1∞[Cncos(2l(2n−1)πat)+Dnsin(2l(2n−1)πat)]sin(2l(2n−1)πx).
Detailed Example 4: Robin Boundary Conditions
Problem: Lower end fixed (u(0,t)=0), upper end satisfies a convective/spring-like condition (ux(l,t)+hu(l,t)=0).
Separation ODEs:
- X′′(x)+λX(x)=0
- BCs: X(0)=0 and X′(l)+hX(l)=0.
Eigenvalue Calculation:
- X(x)=Bsin(βx).
- Substitute into second BC: Bβcos(βl)+hBsin(βl)=0.
- This yields the transcendental equation: tan(βl)=−hβ.
Analysis: The eigenvalues λn=βn2 are found at the intersections of y=tan(βl) and the line y=−hβ.
Appendices of Supporting Mathematics
Appendix-I: Fourier Sine/Cosine Series:
- Non-periodic function f(x) on [0,l] can be represented as:
- Cosine Series: f(x)=2a0+∑n=1∞ancos(lnπx), where an=l2∫0lf(x)cos(lnπx)dx.
- Sine Series: f(x)=∑n=1∞bnsin(lnπx), where bn=l2∫0lf(x)sin(lnπx)dx.
Appendix-II: ODE Calculations:
- General form: y′′(x)+py′(x)+qy(x)=0.
- Characteristic equation: k2+pk+q=0.
- Roots: k=2−p±p2−4q.
- If p=0 and q=λ:
- λ<0→y=Ae−λx+Be−−λx.
- λ=0→y=Ax+B.
- λ>0→y=Acos(λx)+Bsin(λx).