For the positive roots of , . The tip-force compliance of a cantilever is directly, whereas expansion in normalized clamped--free bending modes and gives . Equating the two responses proves the sum and evaluates the full thermal endpoint variance.
Past exam of the mathematics course of the University of Cambridge 2015 iii Paper 75 2 Solution Created 2026-10-03 Updated 2026-10-06
For one small transverse displacement, the elastic energy of the elastic filament iswhere is the filament bending modulus. Its first variation isThe clamped boundary conditions remove the left boundary terms. A force-free and torque-free tip permits independent and , so the natural boundary conditions for a free endpoint are : zero bending moment and transverse shear.
There is an important distinction between an energy minimum and a normal mode. The unloaded higher-order Euler-Lagrange equation is , whose only solution with these four boundary conditions is . A general fluctuating shape is a sum of modes, not one of the stated sinusoidal/hyperbolic functions. To obtain the clamped--free bending modes, extremize the bending Rayleigh quotient, or equivalently with a fixed norm. Its Euler-Lagrange equation isThis is the constrained variational characterization of bending modes. Its four characteristic roots are . Clamping gives and , henceThe free-tip conditions reduce toIts determinant is , so nontrivial modes requireNo zero mode exists, since a cubic satisfying the homogeneous clamp/free conditions is zero. The clamped-free bending spectrum starts with ; bisection or Newton iteration gives , so . Choosing and givesThe second boundary condition follows from the root equation, and is arbitrary until a normalization is chosen.
The bending operator with these boundary conditions is positive and self-adjoint. Twice integrating by parts givesSymmetry implies orthogonality when . Expand and use . Thenby the equipartition theorem. The supplied endpoint identity therefore yields the thermal bending fluctuations of a clamped filament:To evaluate the sum, apply a tip force and minimize . The modified free-end conditions are and , and in the interior. Integration gives , so the tip-force compliance of a cantilever is . On the other hand, minimizing the modal energy minus gives and henceComparison evaluates the fourth inverse-power sum of the cantilever spectrum without truncating the modes:The boxed variance is for the specified single transverse direction. An independent equilibrium check follows by differentiating the Gaussian partition function with respect to : at zero load, reproducing the same result from the static compliance. Keeping only the first normal mode gives about , roughly of the exact variance. With two independent equivalent transverse directions, their summed variance is twice the boxed result. The small-slope model requires , or small compared with the usual three-dimensional persistence length .
Past exam of the mathematics course of the University of Cambridge 2017 iii Paper 342 1 c Solution Created 2026-10-03 Updated 2026-10-06
Reset when gravity is switched off. The subsequent overdamped relaxation of a clamped--free filament obeys with the same homogeneous endpoint conditions. Separate a normal mode as . Writing givesThe two clamp conditions reduce the general hyperbolic/trigonometric solution toThe two free-end conditions have matrixIts determinant is . Hence the clamped--free bending mode values satisfyThere is no zero mode: at zero eigenvalue is cubic, and the four clamp/free conditions force all coefficients to vanish. With the following normalization a mode isThe fourth-order operator is self-adjoint and positive under these endpoint conditions, since . Its orthogonal eigenfunction expansion givesFor the previously attained steady profile, the first coefficient is nonzero: is positive and the first mode can be chosen positive in the interior. Two applications of integration by parts, using both functions' endpoint conditions, also giveThus the dominant long-time answer, including its shape and amplitude, isThe next mode decays much faster. For other initial shapes with an accidentally zero first-mode projection, the lowest mode with determines the asymptotic behaviour. The decay time has the correct units and exhibits the strong dependence characteristic of bending opposed by local viscous drag.