A thin uniform circular rod of radius and length undergoing a small end twist of complex amplitude has shear-strain amplitude . A complex viscoelastic modulus gives shear-stress amplitude . Integrating the restoring torque gives
The area integral is the polar second moment of the cross-section, not a mass moment of inertia. For a disc of moment of inertia and negligible rod inertia, harmonic angular motion satisfies in a free-mode calculation, or equals the external torque amplitude in a driven measurement. The complex stiffness is a frequency-domain constitutive representation; a general real-time response has memory and cannot be described by putting an arbitrary frequency-dependent complex number into an instantaneous real equation.

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