Precision Close-Coiled Helical Spring
Provide a linear Hookean axial restoring force (k₀ = 20.00 N m⁻¹) under vertical elongation, with measured physical wire mass m_s = 60.0 g.
Determine the elastic spring stiffness constant from the period of vertical simple harmonic oscillation under varying suspended loads, and evaluate the effective dynamic contribution of the spring's distributed self-mass. Explore a virtual apparatus, collect readings and analyse a graph.
Ready for a virtual observation.
Adjust the apparatus, then take a reading.
Timing is generated from the model; a short on-screen trial represents a longer physical interval. Animation is illustrative.
The teaching model assumes pure longitudinal Hookean elasticity and a linear velocity distribution along the spring wire corresponding to Rayleigh's m_eff = (1/3) m_s approximation. In a physical laboratory, small pitch-angle helix corrections, air drag damping, and slight support stand compliance introduce minute second-order deviations. The loaded spring harmonic vibration experiment provides an elegant demonstration of distributed mass mechanics in continuous systems. By combining ordinary least-squares regression with energy principles, students verify both Hooke's elastic stiffness constant k and Rayleigh's one-third kinetic energy theorem m_eff = (1/3) m_s with sub-percent precision.
Provide a linear Hookean axial restoring force (k₀ = 20.00 N m⁻¹) under vertical elongation, with measured physical wire mass m_s = 60.0 g.
Secure the top loop of the helical spring rigidly without slippage or mechanical compliance, preventing parasitic energy dissipation to the bench.
Provide precision loading increments (100.0 g to 300.0 g, calibrated to ±0.05 g) to vary the oscillating system inertial mass.
Verify vertical oscillation amplitude (≤ 2.0 cm) and maintain small-strain linear elastic behavior throughout all observation runs.
Measure the elapsed transit duration for 20 complete vertical cycles with 0.01 s resolution, minimizing fractional period timing error.
Provide a sharp horizontal reference line at static equilibrium to trigger chronometer timing precisely at the point of maximum vertical velocity.
Determine the elastic spring stiffness constant from the period of vertical simple harmonic oscillation under varying suspended loads, and evaluate the effective dynamic contribution of the spring's distributed self-mass. Suggested independent settings: 100.0, 150.0, 200.0, 250.0, 300.0 g.
Weigh the unextended helical spring on a precision laboratory balance to determine its physical wire mass m_s = 60.0 g. Clamp the upper suspension hook firmly into the rigid support stand boss-head, ensuring that the spring hangs freely without rubbing against the vertical mounting rod.
Determining the physical mass of the spring wire is essential for comparison with the dynamic effective mass m_eff extracted from the regression y-intercept.
Attach the weight hanger and load weights to establish the initial trial mass of m = 100.0 g. Allow the loaded spring to gently extend under gravity until it comes completely to rest at its static equilibrium position y_eq = m g / k.
The system must oscillate symmetrically about its true gravitational equilibrium level, where the gravitational force is exactly balanced by initial elastic tension.
Align the horizontal pointer on the weight hanger with the index mark on the vertical scale. Displace the load vertically downward by a small, controlled amplitude of approximately 1.5 cm to 2.0 cm strictly along the vertical axis, ensuring zero lateral wobble or conical swinging.
Small vertical displacements guarantee that the spring remains strictly within its linear Hookean regime and prevents the excitation of parasitic pendulum or torsional modes.
Release the load cleanly from rest without imparting any initial velocity. Allow two initial cycles to pass to ensure steady-state harmonic motion, then trigger the digital chronometer as the pointer passes upward through the static equilibrium fiducial mark. Count exactly 20 complete cycles and stop the timer, recording t₂₀ to 0.01 s.
Timing 20 complete cycles reduces the fractional uncertainty of human reaction time by a factor of 20, and triggering at equilibrium maximizes timing sharpness where velocity is greatest.
Add slotted masses in increments of 50.0 g to test settings of 150.0 g, 200.0 g, 250.0 g, and 300.0 g. At each mass station, verify vertical alignment, maintain a constant initial displacement amplitude, and record the elapsed time for 20 complete oscillations.
Collecting observations across a broad range of load masses provides the leverage required for high-precision slope and intercept determination in ordinary least-squares regression.
Compute the single-cycle period T = t₂₀ / 20.0 and calculate T² for each load station. Plot T² (in s²) on the vertical axis against suspended load mass m (in kg) on the horizontal axis. Fit a linear regression line to determine the slope S and y-intercept b, then compute the spring stiffness k = 4π² / S and the effective self-mass m_eff = b / S.
Plotting T² against m linearizes the harmonic oscillator governing equation, allowing simultaneous extraction of the elastic stiffness constant and the spring's effective self-mass.
Points are your observations. The fit uses SI x and y values before display scaling.
| # | Suspended Load Mass m (g) | Time for 20 Oscillations t₂₀ (s) | Load mass m (kg) | Period squared T² (s²) | Remove |
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