A simple pendulum is pivoted at point O as shown in Figure 4E1a. Assuming the mass of the vertical rod is negligible and the oscillation is small:
a. derive the equation of motion for this simple pendulum;
b. determine the damped natural frequency of the pendulum; and
c. with the result in (b), determine the value of damping coefficient c when the damped natural frequency of the pendulum becomes zero. Comment on this damping coefficient.
a. With reference to the FBD in Figure 4E1b and summing moments about an axis through O(assume that moments are positive counter-clockwise and that the amplitude of oscillation is small such that sin θ ≈ θ),
(mL\ddot{θ}) L = \sum{M_{0} = – L_{1} (k L_{1} θ) – c ( L_{2} \dot{θ} )L_{2} – mg (L θ)}.
Re-arranging terms, the equation of motion for the pendulum becomes
(mL²) \ddot{θ} + (c L_{2}²) \dot{θ} + (k L_{1}² + mg L) θ = 0 .
b. By definition, the undamped natural frequency of the pendulum is given by
ω_{n} = \sqrt{ \frac{k L_{1}² + mg L}{mL²} } . (i)
By analogy to the translational oscillation, one has
2ζ ω_{n} = \frac{c L_{2}²}{mL²} , or ζ = \frac{c L_{2}²}{2 mL²} \sqrt{ \frac{mL²}{k L_{1}² + mg L} } . (ii)
If ζ < 1, the damped natural frequency is defined by Equation (4.4) as
s_{1} , s_{2} = − α ± i ω_{d} (4.4)
ω_{d} = ω_{n} \sqrt{1 – ζ²} or
ω_{d} = \sqrt{\frac{k L_{1}² + mg L}{mL²} [1 – (\frac{c L_{2}²}{2 mL²} )² (\frac{mL²}{k L_{1}² + mg L} )]} .
Simplifying, it becomes
ω_{d} = \sqrt{(\frac{k L_{1}² + mg L}{mL²}) – (\frac{c L_{2}²}{2 mL²}) ²} . (iii)
This is the damped natural frequency of the given pendulum. Note that the second term inside the square root in Equation (iii) was incorrectly given as ( \frac{cL_{1} L_{2}² }{2 mL²} )² in the answer to Supplementary Problem 63 in page 29 of [2]. The term ( \frac{cL_{1} L_{2}² }{2 mL²} )² is dimensionally incorrect and therefore is inconsistent with the first term inside the square root.
c. When ω_{d} = 0, from Equation (iii) one obtains
( \frac{cL_{2}² }{2 mL²} )² = (\frac{k L_{1}² + mg L}{mL²}) .
Therefore:
c = \frac{2 mL²}{L_{2}²} \sqrt{ \frac{k L_{1}² + mg L}{mL²} } . (iv)
This is the required damping coefficient.
Equation (iv) can be written as
\frac{cL_{2}² }{mL²}= 2 ω_{n} .
But from Equation (ii), the rhs is equal to 2ζω_{n} or ζ = 1. In other words, when the damping is critical, the damped natural frequency of the pendulum becomes zero.