Critique: Geometric Stiffness and Centrifugal Stiffening Omission
Critique and response context for Geometric Stiffness and Centrifugal Stiffening Omission in AffineDrift’s control-affine golf-swing framework.
Critique: Geometric Stiffness and Centrifugal Stiffening Omission
Summary of Concern
The modeling assumption of a “Finite-dimensional modal approximation” (Assumption 2) with constant modal stiffness matrix \(K_s\) (Section A.1) likely omits Geometric Stiffness (Centrifugal Stiffening). In high-speed rotation, tension significantly increases the transverse stiffness of the shaft. By using a linear beam model with constant stiffness, the “Drift” field \(f(x)\) underestimates the passive restoring forces at high swing speeds.
Location
- Page:
articles/affine-nature-golf-swing.qmd - Section:
Assumption 2,Appendix B (Modal Approximation) - Equation: \(F_s(\eta, \dot{\eta}) = K_s \eta + C_s \dot{\eta}\) (where \(K_s\) is constant).
Nature of the Issue
- Modeling Deficit: Physics omission.
- Validity: The passive baseline (\(f(x)\)) is physically inaccurate for high-speed dynamics.
Why This Is a Problem
- Underestimated Drift: At high angular velocities (\(\dot{q}\)), the real shaft is stiffer than the model. The model predicts a “softer” passive response.
- Misattribution: Since Input is calculated as a residual (\(\tau_{input} = \tau_{total} - \tau_{drift}\)), the forces arising from centrifugal stiffening (which are passive) are not captured in \(\tau_{drift}\). Consequently, they leak into \(\tau_{input}\).
- Artifacts: The golfer may be credited with “active stiffening” or “active recoil control” that is actually purely passive geometric mechanics.
Evidence / References
- Sim, H. et al. (1991). “Dynamic stiffening of rotating beams.” (Centrifugal force increases natural frequencies).
- Mayo, J. et al. (2000). “The effect of centrifugal stiffening on the deflection of a golf club shaft.” (Demonstrates significant effect at swing speeds).
Severity
- Medium/High: It affects the core claim of “exact” decomposition in the most critical phase of the swing (late downswing/impact).
Suggested Remedies
- Explicit Modeling: Include a velocity-dependent stiffness term \(K_{geo}(\dot{q})\) in the Drift field.
- Note: This preserves Affine Structure (since it depends on \(\dot{q}\), not \(u\)).
- Disclaimer: If explicit modeling is out of scope, add a limitation stating that “Linear modal analysis neglects geometric stiffness, potentially underestimating passive restoring forces at high speeds.”
- Refine ZVCF: Note that ZVCF (Zero Velocity) inherently removes geometric stiffness (which scales with \(\dot{q}^2\)). Thus, ZVCF represents the “static” stiffness, not the “dynamic” stiffness experienced during the swing.