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=3.0m, width b=0.50m and thickness h=30mm, density ρ=2700kgm−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=17.4Hz.
((a)) Using the free-free bar frequency formula with its first eigenvalue β1L0=4.730, find the Young's modulus E of the alloy from this measurement.
((b)) The blank is then clamped at a fulcrum, leaving a free (overhanging) length L=1.5m that acts as a cantilever. A diver of mass M=75kg 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−x3 for 0≤x≤L (an overall constant amplitude cancels), show that the fundamental angular frequency of the loaded board satisfies ω2=3533ρAL4+4ML312EI, where I=bh3/12 is the second moment of area of the cross-section and A=bh, and evaluate the fundamental frequency in hertz.
((c)) Evaluate the same formula with M=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.