At a stable equilibrium, V has a local minimum. Expanding around equilibrium (qj=qj0+ηj):
L≈21∑j,kTjkη˙jη˙k−21∑j,kVjkηjηk
Where Tjk=∂q˙j∂q˙k∂2T0 is the (constant) Mass matrix and Vjk=∂qj∂qk∂2V0 is the (constant) Stiffness matrix.
Both Tjk and Vjk are symmetric matrices. T is positive definite (kinetic energy is always positive), and V is positive definite at a stable equilibrium.
7.2 Matrix Formulation
Writing the Lagrangian in matrix form:
L=21η˙TTη˙−21ηTVη
The Euler-Lagrange equations become:
Tη¨+Vη=0
7.3 Normal Modes and the Secular Equation
Assuming solutions of the form ηj=ajeiωtThe eigenvalue problem is:
(V−ω2T)a=0
The secular equation (characteristic equation) is:
det(V−ω2T)=0
This is a polynomial of degree n in ω2 whose roots are the squared normal mode frequencies ωα2.
Theorem 7.1. For a stable system, all normal mode frequencies are real and positive. The normal Modes are orthogonal with respect to both T and V.
Proof. Since T is positive definite, we can write T=LLT (Cholesky decomposition). Defining ξ=LTa and W=L−1VL−TThe eigenvalue problem becomes Wξ=ω2ξ. Since W is symmetric and V is positive definite, all eigenvalues ω2 are real and positive. Orthogonality follows from the symmetry of W. ■
7.4 Orthogonality of Normal Modes
Theorem 7.2. The normal mode vectors a(α) satisfy:
This allows us to expand any motion as a superposition of normal modes.
7.5 Worked Example: Coupled Pendulums
Problem. Two identical simple pendulums of length l and mass m are coupled by a spring of constant k connecting the bobs. Find the normal modes and frequencies.
Solution
Let θ1 and θ2 be the small angles from vertical. The separation between bobs (to first order) is approximately l(θ2−θ1)So the spring potential energy is 21kl2(θ2−θ1)2.
Kinetic energy:
T=21ml2θ˙12+21ml2θ˙22
Potential energy (gravitational + spring):
V=21mglθ12+21mglθ22+21kl2(θ2−θ1)2
=21(mgl+kl2)θ12+21(mgl+kl2)θ22−kl2θ1θ2
The mass matrix and stiffness matrix are:
T=ml2(1001),V=(mgl+kl2−kl2−kl2mgl+kl2)
The secular equation det(V−ω2T)=0:
(mgl+kl2−ml2ω2)2−(kl2)2=0
mgl+kl2−ml2ω2=±kl2
Mode 1 (+ sign): ω12=g/l. The eigenvector is (1,1): both pendulums swing in phase, the spring is not stretched.
Mode 2 (− sign): ω22=g/l+2k/m. The eigenvector is (1,−1): the pendulums swing out of phase, the spring is maximally stretched.
The general solution is a superposition:
θ1(t)=Acos(ω1t+ϕ1)+Bcos(ω2t+ϕ2)
θ2(t)=Acos(ω1t+ϕ1)−Bcos(ω2t+ϕ2)
If initially only θ1 is displaced and θ2=0 with zero velocities, energy slowly transfers between the two pendulums --- the classic beat phenomenon.
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7.6 Worked Example: Double Pendulum (Small Oscillations)
For two equal masses m on massless rods of length l:
The kinetic and potential energy matrices (to second order) give the eigenvalue problem with solutions ω1=g/l(2−2)1/2 and ω2=g/l(2+2)1/2.
The corresponding normal modes are:
Mode 1: both pendulums swing in the same direction (in phase).
Mode 2: the pendulums swing in opposite directions (out of phase).