Coupled Oscillator: Double Pendulum: Difference between revisions

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</math>
</math>


=== Laplace Transform ===
=== Eigenvalues ===
First, we determine the eigenvalues of the <math>\widehat{A}</math> matrix,
The eigenvalues are obtained from the identity matrix of <math>\widehat{A}</math>,


: <math>
: <math>
[sI-A]
[\lambda I-A]


=
=


\begin{bmatrix}
\begin{bmatrix}
s                & 1 & 0         & 0 \\
\lambda      & 1       & 0             & 0       \\
-\dfrac{8}{5} & s & -\dfrac{8}{5} & 0 \\
-\dfrac{8}{3} & \lambda & \dfrac{2}{3} & 0       \\
0                 & 0 & s        & 1 \\
0             & 0       & \lambda      & 1       \\
\dfrac{8}{5}  & 0 & -\dfrac{8}{5} & s \\
\dfrac{8}{3}  & 0       & -\dfrac{8}{5} & \lambda \\
\end{bmatrix}
\end{bmatrix}


</math>
</math>


Hence, the inverse matrix (thanks TI-89!) is,  
Hence,  


: <math>
: <math>\lambda_1= -1.15434 \mathfrak{i} \quad \lambda_2=  1.15434 \mathfrak{i} \quad \lambda_3= -2.00187 \mathfrak{i} \quad \lambda_4=  2.00187 \mathfrak{i}</math>
[sI-A]^{-1}
 
=
 
\begin{bmatrix}
\dfrac{5s(5s^2+8)}{25s^4+80s^2+128} & -\dfrac{5(5s^2+8)}{25s^4+80s^2+128} & -\dfrac{40s}{25s^4+80s^2+128} & \dfrac{40}{25s^4+80s^2+128} \\
\dfrac{8(5s^2+16)}{25s^4+80s^2+128} & \dfrac{5s(5s^2+8)}{25s^4+80s^2+128} & -\dfrac{40s^2}{25s^4+80s^2+128} & -\dfrac{40s}{25s^4+80s^2+128} \\
\dfrac{40s}{25s^4+80s^2+128} & -\dfrac{40}{25s^4+80s^2+128} & \dfrac{5s(5s^2+8)}{25s^4+80s^2+128} & -\dfrac{5(5s^2+8)}{25s^4+80s^2+128} \\
-\dfrac{40s^2}{25s^4+80s^2+128} & \dfrac{40s}{25s^4+80s^2+128} & \dfrac{8(5s^2+16)}{25s^4+80s^2+128} & \dfrac{5s(5s^2+8)}{25s^4+80s^2+128} \\
\end{bmatrix}
 
</math>

Revision as of 22:41, 11 December 2009

By Jimmy Apablaza

This problem is described in Page 321-322, Section 7.6 of the A first Course in Differential Equations textbook, 8ED (ISBN 0-534-41878-3).

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Figure 1. Coupled Pendulum.‎

Problem Statement

Consider the double-pendulum system consisting of a pendulum attached to another pendulum shown in Figure 1.

Assumptions:

  • the system oscillates vertically under the influence of gravity.
  • the mass of both rod are neligible
  • no dumpung forces act on the system
  • positive direction to the right.

The system of differential equations describing the motion is nonlinear

(m1+m2)l12θ1′′+m2l1l2θ2′′cos(θ1−θ2)+m2l1l2(θ2′)2sin(θ1−θ2)+(m1+m2)l1gsinθ1=0
m2l12θ2′′+m2l1l2θ1′′cos(θ1−θ2)−m2l1l2(θ1′)2sin(θ1−θ2)+m2l2gsinθ2=0


In order to linearize these equations, we assume that the displacements θ1 and θ2 are small enough so that cos(θ1−θ2)≈1 and sin(θ1−θ2)≈0. Thus,

(m1+m2)l12θ1′′+m2l1l2θ2′′+(m1+m2)l1gθ1=0
m2l12θ2′′+m2l1l2θ1′′+m2l2gθ2=0

Solution

Since our concern is about the motion functions, we will assign the masses m1 and m2, the rod lenghts l1 and l1, and gravitational force g constants to different variables as follows,

A=(m1+m2)l12B=m2l1l2C=(m1+m2)l1gD=m2l12E=m2l2g

Hence,

Aθ1'′+Bθ2'′+Cθ1=0
Dθ2'′+Bθ1'′+Eθ2=0

Solving for θ1'′ and θ2'′ we obtain,

θ1'′=−(BA)θ2'′−(CA)θ1
θ2'′=−(BD)θ1'′−(ED)θ2

Therefore,

θ1'′=−(CDAD+B2)θ1−(BEAD+B2)θ2
θ2'′=(BCAD+B2)θ1−(AEAD+B2)θ2

State Space

[θ1'θ1'′θ2'θ2'′]=A^x_(t)+B^u_(t)=[0100−CDAD−B20BEAD−B200001BCAD−B20−AEAD−B20]{θ1θ1'θ2θ2'}+0^

Let's plug some numbers. Knowing g=32, and assuming that m1=3, m2=1, and l1=l2=16, the constants defined previously become,

A=1024B=256C=2048D=256E=512

Hence, the state space matrix is,

[θ1'θ1'′θ2'θ2'′]=[0100−8302300001830−830]{θ1θ1'θ2θ2'}

Eigenvalues

The eigenvalues are obtained from the identity matrix of A^,

[λI−A]=[λ100−83λ23000λ1830−85λ]

Hence,

λ1=−1.15434𝔦λ2=1.15434𝔦λ3=−2.00187𝔦λ4=2.00187𝔦