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Aluminium cantilever with a tip mass: exact frequency against Rayleigh's and Dunkerley's estimates
| Tool | Modal Estimates |
| Source | Stowell, E. Z., Schwartz, E. B., Houbolt, J. C., and Schmieder, A. K. (1944). Bending and Shear Stresses Developed by the Instantaneous Arrest of the Root of a Cantilever Beam With a Mass at Its Tip. NACA Memorandum Report L4K30, National Advisory Committee for Aeronautics, Washington, DC. Eqs. (1)–(2) and the table of θ_n; Leissa, A. W. (1969). Vibration of Plates. NASA SP-160, Table 4.46 (cantilever beam eigenvalues). |
| Level | Undergraduate |
Problem
A 30 in aluminium cantilever of 2 × 0.25 in rectangular section (E = 10 Msi, ρ = 0.100 lb/in³) carries a 1 lbm mass at its free end. Find the first three natural frequencies, the bare-beam fundamental, and compare the exact first frequency with Rayleigh's estimate from the static deflection shape and with Dunkerley's lower bound.
Inputs to Enter
- Structure: beam with a tip mass, clamped–free; L = 30 in, rectangle b = 2 in, h = 0.25 in (A = 0.5 in², I = 0.0026042 in⁴)
- E = 10.0 Msi, ρ = 0.100 lb/in³ (m = 0.05 lbm/in, beam mass 1.5 lbm); tip mass M_p = 1 lbm, r = M_p/(mL) = 2/3; 3 modes
Answers
- EI = 26,042 lb·in²; bare cantilever f_1 = (1.8751)² √(EI/m) / (2π L²) = 8.817 Hz (β_n L = 1.8751041, 4.6940911, 7.8547574, SP-160 Table 4.46)
- Tip-mass frequency equation 1 + cos θ cosh θ + r θ (sinh θ cos θ − cosh θ sin θ) = 0 (MR L4K30 eq. 2) at r = 2/3: θ = 1.3496, 4.0736, 7.1633 → f = 4.568, 41.61, 128.7 Hz (numpy FEM, 40 elements: 4.56777 / 41.61374 / 128.6753 Hz)
- Rayleigh, static shape under the tip load: ω² = 3EI / (L³ (M_p + 33 mL/140)), k_s = 2.894 lb/in, m_eff = 0.3536 lbm → 4.572 Hz (+0.10 %); gravity shape 4.573 Hz (+0.12 %)
- Dunkerley: 1/ω² = 1/ω_beam² + M_p/k_s → 4.555 Hz (−0.28 %); the exact value lies between the two bounds
Notes
The tool's default inputs are this beam; press Submit. The library's transfer-matrix roots reproduce every entry of the MR L4K30 table of θ_n for r = 0 to 6 and Storch's (NASA CP N94-14623) Table 2 at m* = 5 to 20 (test_modal_estimates.php, 297 checks, with an independent numpy / scipy check in References/Modal-Estimates/checks/).