An aluminium alloy diving-board blank is a uniform bar of rectangular cross-section

PHYSICS · Multi-part · Fermi University Physics · Oscillations, Waves & Acoustics · Fluids & Continuum Physics · Vibrating bodies, musical and architectural acoustics

Bending, Ringing, Breaking and Flowing, Ch Vibrations of rods, beams and plates

Problem

An aluminium alloy diving-board blank is a uniform bar of rectangular cross-section, length L0=3.0 mL_0 = 3.0\,\mathrm{m}, width b=0.50 mb = 0.50\,\mathrm{m} and thickness h=30 mmh = 30\,\mathrm{mm}, density ρ=2700 kg m−3\rho = 2700\,\mathrm{kg\,m^{-3}}. Before it is mounted, quality control suspends it freely (free at both ends) and taps it: its fundamental free-free bending frequency is measured to be f0=17.4 Hzf_0 = 17.4\,\mathrm{Hz}. ((a)) Using the free-free bar frequency formula with its first eigenvalue β1L0=4.730\beta_1L_0 = 4.730, find the Young's modulus EE of the alloy from this measurement. ((b)) The blank is then clamped at a fulcrum, leaving a free (overhanging) length L=1.5 mL = 1.5\,\mathrm{m} that acts as a cantilever. A diver of mass M=75 kgM = 75\,\mathrm{kg} stands at the free tip; treat the diver as a rigid point mass with no rotational inertia of its own, and ignore damping. Using Rayleigh's method with the static cantilever deflection under a tip point load, w(x)=3Lx2−x3w(x) = 3Lx^2 - x^3 for 0≤x≤L0 \le x \le L (an overall constant amplitude cancels), show that the fundamental angular frequency of the loaded board satisfies ω2=12EI3335ρAL4+4ML3,\omega^2 = \frac{12EI}{\tfrac{33}{35}\rho A L^4 + 4ML^3}, where I=bh3/12I = bh^3/12 is the second moment of area of the cross-section and A=bhA = bh, and evaluate the fundamental frequency in hertz. ((c)) Evaluate the same formula with M=0M = 0 to find the frequency the board alone (with no diver) would have at that free length, and comment briefly on how much the diver's mass changes the fundamental frequency.

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