- Practice · 8 marks
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 kg, kg and kg are connected in series to a fixed wall by three identical springs of stiffness 2000 N/m (wall - spring - - spring - - spring - ). Using the flexibility matrix and matrix iteration, find the fundamental natural frequency and the first mode shape.
Data: , , kg; N/m for each spring.
Flexibility and dynamic matrices
For this chain, the flexibility influence coefficient is :
The free vibration equation is rewritten with the dynamic matrix :
Iteration
Start with the trial vector , multiply by and normalise by dividing by the first element. The first element of divided by the first element of is the estimate of .
| Iter. | Trial | (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 have converged. From the last cycle,
The first mode shape (normalised to ) is . All three masses move in phase, with the largest motion at the free end.
(An exact eigenvalue solution gives rad/s, which confirms the result.)
Answer: rad/s ( Hz); mode shape .
✓ Answer checked by Claude Opus 5.5 (high effort)
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