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Matrix iteration for the first mode

Short answer

Flexibility matrix a_ij = min(i,j)/k leads to dynamic matrix [D]=[a][M]. Matrix iteration with normalisation converges to λ₁ = 4.42×10⁻³ s², giving ω₁ ≈ 15.04 rad/s and mode shape {1, 1.548, 1.745}.

Three masses m1=4m_1 = 4 kg, m2=2m_2 = 2 kg and m3=1m_3 = 1 kg are connected in series to a fixed wall by three identical springs of stiffness 2000 N/m (wall - spring - m1m_1 - spring - m2m_2 - spring - m3m_3). Using the flexibility matrix and matrix iteration, find the fundamental natural frequency and the first mode shape.

Data: m1=4m_1 = 4, m2=2m_2 = 2, m3=1m_3 = 1 kg; k=2000k = 2000 N/m for each spring.

Flexibility and dynamic matrices

For this chain, the flexibility influence coefficient is aij=min⁡(i,j)ka_{ij} = \dfrac{\min(i,j)}{k}:

[a]=12000[111122123] m/N[a] = \frac{1}{2000}\begin{bmatrix} 1 & 1 & 1 \\ 1 & 2 & 2 \\ 1 & 2 & 3 \end{bmatrix}\ \text{m/N}

The free vibration equation {X}=ω2[a][M]{X}\{X\} = \omega^2[a][M]\{X\} is rewritten with the dynamic matrix [D]=[a][M][D] = [a][M]:

[D]{X}=λ{X},λ=1ω2[D]\{X\} = \lambda\{X\}, \qquad \lambda = \frac{1}{\omega^2} [D]=12000[421442443][D] = \frac{1}{2000}\begin{bmatrix} 4 & 2 & 1 \\ 4 & 4 & 2 \\ 4 & 4 & 3 \end{bmatrix}

Iteration

Start with the trial vector {1,1,1}T\{1, 1, 1\}^T, multiply by [D][D] and normalise by dividing by the first element. The first element of [D]{X}[D]\{X\} divided by the first element of {X}\{X\} is the estimate of λ\lambda.

Iter.Trial {X}\{X\}[D]{X}×103[D]\{X\}\times10^3λ×103\lambda\times10^3 (s²)
1[1.0000, 1.0000, 1.0000][3.5000, 5.0000, 5.5000]3.5000
2[1.0000, 1.4286, 1.5714][4.2143, 6.4286, 7.2143]4.2143
3[1.0000, 1.5254, 1.7119][4.3814, 6.7627, 7.6186]4.3814
4[1.0000, 1.5435, 1.7389][4.4130, 6.8259, 7.6954]4.4130
5[1.0000, 1.5468, 1.7438][4.4187, 6.8374, 7.7093]4.4187
6[1.0000, 1.5474, 1.7447][4.4197, 6.8395, 7.7118]4.4197
7[1.0000, 1.5475, 1.7449][4.4199, 6.8398, 7.7123]4.4199
8[1.0000, 1.5475, 1.7449][4.4199, 6.8399, 7.7123]4.4199

The mode shape and λ\lambda have converged. From the last cycle,

λ1=4.4199×10−3 s2,ω1=1λ1=15.04 rad/s,f1=ω12π=2.394 Hz\lambda_1 = 4.4199\times10^{-3}\ \text{s}^2, \qquad \omega_1 = \frac{1}{\sqrt{\lambda_1}} = 15.04\ \text{rad/s}, \qquad f_1 = \frac{\omega_1}{2\pi} = 2.394\ \text{Hz}

The first mode shape (normalised to X1=1X_1 = 1) is {1, 1.548, 1.745}T\{1,\ 1.548,\ 1.745\}^T. All three masses move in phase, with the largest motion at the free end.

(An exact eigenvalue solution gives ω1=15.04\omega_1 = 15.04 rad/s, which confirms the result.)

Answer: ω1≈15.04\omega_1 \approx 15.04 rad/s (f1≈2.394f_1 \approx 2.394 Hz); mode shape {1, 1.548, 1.745}\{1,\ 1.548,\ 1.745\}.

✓ Answer checked by Claude Opus 5.5 (high effort)

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