The printed diagram and the word “parallel” describe a Kelvin-Voigt model, not a series Maxwell fluid. In the depicted model both elements have displacement and their forces add:
For and the convention ,
The storage modulus and loss modulus here are element stiffnesses with units ; conversion to stress/strain moduli requires a geometric factor. If “response” instead denotes displacement per force, it is the compliance . Specifying which ratio is used removes that convention ambiguity. The mean dissipated power is , confirming the positive loss sign for .
For completeness, the actual series Maxwell fluid analogue has a common force and additive spring/dashpot extensions. Thus . With ,
These different functions cannot both describe the printed parallel arrangement. The distinction also changes the elastic beam's response to a constant load.
Model the polymerization Brownian ratchet by a rigid tip and a Brownian load. Let be the elementary load advance, its drag coefficient, and its diffusion coefficient. For a spherical load, , but no load radius is specified, so the rate is naturally expressed in terms of . Assume addition is effectively instantaneous once the gap reaches , and removal is negligible. The gap reflects at zero, first arrival at causes insertion, and insertion resets it to zero.
With no opposing force, the mean first-passage time satisfies , , . Integration gives . One advance per passage gives
The advance-event rate is , while is a length per time.
A constant resisting force produces drift . The diffusion-limited Brownian ratchet with constant load now satisfies
An integrating factor gives . Integrating again from to gives , where . Therefore
At weak load the ratio is ; at large load . Replacing the whole force dependence by would discard the first-passage kinetics of this regime.
For two staggered strands that alternately advance the leading tip by half a monomer, and . Two aligned strands, as schematically drawn, do not automatically have that half-step: an advance may be , with the other strand filling the same layer afterward. Use the same geometrical step in the passage problem and in converting event rate to velocity. The limiting formula assumes negligible removal, rigid tips, an overdamped load with constant drag, and fast insertion compared with . With appreciable removal or additional internal strand states, the renewal reset model must be replaced by a coupled gap/reaction process.
Write for the effective unloaded addition rate and for the removal rate of the same elementary tip step . If the supplied on-rate is a bimolecular rate constant, then , with monomer concentration ; if it already denotes an event rate, use . Assume gap diffusion is much faster than chemical events, removal is force-independent, and the monomer bath is maintained.
Under a positive constant resisting force, the load equilibrates in the potential above a reflecting tip. The normalized Boltzmann distribution is for , where . The fraction of time with room to insert is
Steric gating reduces addition to ; each addition advances by and each removal retreats by . The reaction-limited polymerization Brownian ratchet therefore has
For , the stall force is . Equivalently, the available chemical free energy per effective step is , and stall balances . A half-monomer step requires rates defined for that half-step, not automatically single-strand monomer rates with a gratuitous factor of two.
At exactly zero force a load on an unbounded half-line has no normalizable equilibrium gap density. The unloaded expression is the limit, or the usual freely available-gap approximation with a weak positional confinement. For a positive load the equilibration time must remain short compared with reaction times. Load inertia, filament bending, monomer depletion, and force-dependent bond rupture have been excluded. For arbitrary finite reaction and diffusion rates one must solve the joint gap dynamics rather than attach to the diffusion-limited first-passage formula: a removal changes the gap and the distribution from which the next addition starts.
Let point from fluid to fluid , , , and . A clean material interface without phase change has continuous velocity, with normal interface speed . Its surface stress is . The surface divergence of that tensor is . Balancing forces on a small interfacial patch therefore gives the interfacial stress balance with variable surface tension
The normal condition is ; the tangential condition is . On a stationary sphere with outward normal these reduce to when viscous normal stresses vanish. This fixes the sign convention for the Marangoni stress rather than leaving the direction ambiguous.
For the bubble take negligible internal dynamic viscosity, no contaminants, and initially the standard effectively insulating gas-bubble approximation. With heat advection neglected, the exterior temperature satisfies Laplace's equation, approaches remotely, and has zero normal heat flux at . The temperature dipole around an insulating sphere gives
The zero-flux condition follows by differentiating the radial factor. Let . To first order in the weak gradient,
In the laboratory frame the force-free bubble can be described by the harmonic Papkovich–Neuber representation potentials
They give constant exterior pressure and the decaying source dipole field
At the surface , so the normal kinematic boundary condition holds for translation. In coordinates aligned with , and . Direct differentiation gives
Equivalently, the surface tangential traction is . The tangential stress condition therefore requires
For the usual negative , the bubble moves toward hotter liquid. The normal condition is consistent as well: its viscous dipole is , exactly the dipolar part of . The constant part fixes . There is no Stokeslet term, hence no net applied force or drag imbalance.
The thermal assumption matters. The problem gives the exterior thermal diffusivity but no gas thermal conductivity. For an inviscid bubble with conductivity ratio , temperature and normal heat-flux continuity instead give
so the same stress calculation gives
The insulating-bubble result uses . If instead an undisturbed surface temperature gradient is imposed, corresponding to , the coefficient is rather than . Exterior thermal diffusivity alone does not select between those thermal boundary conditions. This dependence is explicit rather than silently treating a missing gas property as a prescribed value.
The small parameters can now be stated precisely. With and , require
Small Reynolds number justifies Stokes flow; small Péclet number allows quasi-static heat conduction without advective distortion; small capillary number and fractional surface-tension variation support a nearly spherical interface and a weak perturbation of its base surface tension. These last two conditions are proportional for this velocity scale but describe different approximations. Linearizing also needs if its derivative varies appreciably. Negligible internal viscosity and the insulating specialization require the corresponding gas-to-liquid viscosity and conductivity ratios to be small. Gravity has been excluded; if restored, its buoyancy-induced migration must be small compared with , not merely small enough to avoid deformation.
Finally, surfactants change both the constitutive surface tension and the surface stress dynamics. The surface flow driven by the thermal Marangoni effect carries insoluble surfactant toward the high-tension side, lowering its tension and producing an opposing concentration-driven gradient. When surface diffusion or exchange is slow, this tends to immobilize the interface, suppressing the clean-bubble thermocapillary migration of an insulating bubble, sometimes nearly stopping it. If the surfactant stays uniformly equilibrated, it can instead change without a large opposing gradient. Its concentration, surface diffusivity and adsorption kinetics must be supplied to compute a replacement speed; no universal numerical reduction factor follows merely from its presence.
Put . The causal Green function of the displacement equation is for and zero for . Its derivative has the jump needed to give . For the specified zero position and velocity,
For Gaussian white noise these are stochastic convolutions; their first two moments follow from the stated covariance even without assuming Gaussian higher moments. In particular , and
The required equipartition theorem limit therefore fixes the fluctuation-dissipation relation for a Langevin particle:
Here denotes the printed Boltzmann constant . Set , the Stokes–Einstein relation. Squaring the displacement kernel gives
Consequently and , with for positive temperature. There is no finite equilibrium variance of position in an unconfined fluid. The inertial Brownian displacement with zero initial velocity has short-time variance , rather than the ballistic law associated with an initially thermalized velocity.
For constant , the diffusion equation has fundamental density , whose mean is zero and variance is . It describes the large-time, overdamped limit of the Langevin dynamics. Under the usual Gaussian-force assumption, the finite-time position density is Gaussian with the variance above and obeys a time-dependent diffusion equation with coefficient . It does not obey the constant- equation through the initial inertial transient. The given covariance alone determines the moments, not a Gaussian law; the density statement uses the standard Gaussian thermal-noise model.
Now write and , with and . For a fixed realization of the additive force, the first-order equation is
If the force amplitude is instead adjusted to local thermal equilibrium, its first-order noise term has zero mean in the inertial Itô formulation and does not change the following first-order mean calculation. The mixed unperturbed moment is
Let . Averaging and solving the scalar forced relaxation equation, with , gives
Thus the long-time first-order coefficient and local mean drift are
Literally for , for , and zero for ; the useful finite quantity is . Because the viscosity gradient is only a local expansion, the physical drift result applies in the intermediate window , where . Extrapolating the linear drag law to arbitrarily large displacements could make the drag negative and would invalidate the model.
The isothermal diffusion with position-dependent drag interpretation uses locally matched thermal noise and . Integrating the printed Fickian diffusion equation against , with vanishing boundary fluxes, gives
Since , this reproduces the same drift after the inertial transient. Equivalently the overdamped Itô diffusion has drift and noise amplitude . Omitting that drift would give , which is a different Fokker-Planck equation and not the stated Fickian equation.
Noise conventions cannot be mixed silently. If the force covariance is held at the spatially constant value while drag varies, the local overdamped diffusion coefficient is instead and its Itô drift is . Its density equation is , not the isothermal Fickian equation. This still gives the same displayed first-order mean drift at , but has different spatial diffusion and equilibrium properties. The stated Fickian interpretation therefore requires local thermal-noise matching.
Physically, thermally driven excursions travel farther on the lower-drag side. Their displacement is correlated with velocity, so averaging the position-dependent friction leaves a net drift toward greater diffusivity, without an applied force. This is not a violation of equilibrium: in the isothermal Fickian model the drift and spatially varying noise cancel in the probability flux for a uniform density. It is a local diffusion-induced shift of the centroid of an initially localized particle distribution.
Fluid-loaded plate. Use complex amplitudes with time dependence and take the velocity potential in the fluid above the elastic plate to be . Let and be the undisturbed mass density and speed of sound. The linearized Euler equations give ; the kinematic boundary condition is . We model loading from one fluid half-space, with no fluid loading on the other face. Loading by identical fluids on both faces instead doubles the fluid term below.
Define the Fourier transform and its inverse by
The Sommerfeld radiation condition selects , with and . Here and in the diffraction calculation below, the outgoing square root is specified by first taking . Draw a vertical cut upwards from and another downwards from , and put
Thus is analytic in the upper half-plane and in the lower half-plane. In the real-frequency limit,
The Fourier transform contour follows the real axis with the limiting-absorption pole prescriptions. In particular, an outgoing propagating component has positive vertical wavenumber.
The kinematic boundary condition gives , so . Eliminating the fluid pressure from the bending balance gives the line-forced fluid-loaded bending plate kernel
For harmonic line force amplitude at the origin, the plate displacement and fluid velocity potential are therefore
An arbitrary localized loading replaces by its Fourier transform. This representation both calculates the response and identifies its different wave components through poles and branch points.
For an observer , , with , the method of steepest descent uses the saddle point . At fixed angle away from grazing, the acoustic far field is
The spreading is that of cylindrical acoustic waves. The phase velocity parallel to the plate is : components with are supersonic in that sense and radiate, whereas those with are subsonic and exponentially decay normally to the plate. The latter have reactive fluid loading and zero mean normal acoustic energy flux.
There is also a real guided root . Indeed, , , and
The residue theorem then gives an outgoing displacement contribution . It transports energy along the plate while its fluid field decays as . Other zeros on continued sheets can describe leaky or resonant waves; branch point contributions describe near and grazing fields. A fixed-angle acoustic far field expansion is not uniform near the plate, where these components can matter.
For a propagating spectral component, write . Its upward normal velocity is and its pressure is . Applying Parseval's identity to the time-averaged acoustic energy flux gives the upward power per unit length of the forcing line:
Equivalently, the integrand is with prefactor . Integrating the radial acoustic intensity of the far field over a semicircle gives the same expression. The input power also feeds guided waves along the plate, so it must not be identified with alone.
Rigid half-plane diffraction. Suppress the time factor and assume . Write , , and denote the incident spatial field by . The Helmholtz equation, Sommerfeld radiation condition, and square-root branches are as above. Across the open positive axis the scattered field and its normal derivative are continuous. Across the rigid negative axis its normal derivative is also continuous, while its potential can jump. Let be this jump, supported on . The transformed scattered field is
The jump transform is analytic in the upper half-plane. The absence of an even scattered component follows from derivative continuity and the outgoing condition. Its normal derivative on either face is .
On the negative axis this derivative must cancel . Since the Half-range Fourier transform of is , the Wiener-Hopf equation has the form
where is the transform of an unknown function supported on and analytic in the lower half-plane. The incident pole lies below the Fourier contour. Divide by and perform pole subtraction in a Wiener-Hopf equation:
The first term is upper analytic and the second lower analytic, since the latter's apparent pole cancels. Equality of the two continued sides gives an entire function. The finite-energy edge condition, with , and the decay of the transforms at infinity force that function to vanish by Liouville's theorem. Consequently
This is the Wiener-Hopf solution of rigid half-plane diffraction with the present transform and time conventions.
Deforming to a steepest descent contour gives a residue from the incident pole precisely when . At that pole ; its residue produces
Thus the total geometrical optics field is plus a reflected wave in the upper reflection region; in the lower shadow region the scattered residue cancels , and outside that shadow the direct incident wave remains. This gives both the amplitude and the spatial support of the geometrical optics fields rather than merely naming a reflected wave.
For , , , the saddle contribution uses and . The diffracted wave is
The total field is to this order. This far-field expression applies away from the shadow/reflection boundaries . There the pole and saddle coalesce, and a uniform Fresnel integral approximation replaces the divergent separate terms by a smooth transition. The exact contour integral remains well defined.
Let and use for the source radius, reserving for observation distance. Incompressible spherical potential flow satisfies . Its velocity potential, tending to zero at infinity, and velocity are
The unsteady Bernoulli equation gives
The surface pressure is independent of angle. Hence the integrated surface force is zero, , and the leading compact surface dipole contribution vanishes. This also makes in the notation of the preceding part.
The volume flux is , so the acoustic thickness noise contribution is
The leading part is linear in the radial oscillation. Keeping the quadratic terms explicitly gives .
For the acoustic quadrupole, use . To leading quadratic order,
Thus
Keeping the instantaneous lower limit instead gives , whose leading small-oscillation term is the expression just obtained. Although the stress moment is isotropic, its contracted second derivative is not zero: .
For a sinusoidal radius perturbation , the leading compact radiation moments of a pulsating spherical bubble are
Writing and , the quadrupole amplitude relative to the linear monopole is . The monopole also has a quadratic correction, ; the volume-stress quadrupole is smaller than this quadratic monopole correction by .
In the small-amplitude compact regime, the linear monopole dominates, the leading dipole is zero, and the volume quadrupole is weaker and begins at twice the oscillation frequency. The compact formulas require as well as a far observer. The stated small surface Mach number alone does not imply compactness. The incompressible near field has a decaying tail, but its stress moment is dominated by distances of order ; an acoustic matching region is still needed outside it. These are leading compact contributions, not a claim to retain every finite-wavelength correction at the smaller quadrupole order.
Interpret the surface delta as , so integration against it gives a surface integral. If is signed distance, this equals the notation directly. This convention is needed because an arbitrary rescaling of the level-set function must not change the physical source.
Define the volume flux and total pressure force . Here is the rate of change of body volume, not the volume itself. The surface acoustic monopole contributes, in the acoustic compact-source approximation,
The surface acoustic dipole contributes
The second term is a nonradiating near-field term and is smaller in the acoustic far field. Writing with the observation point fixed, the leading augmentation is therefore
The printed dipole coefficient is missing a factor . The extra inverse speed follows from differentiating , and is required dimensionally: the printed expression with has the units of density times speed. This corrected acoustic loading noise term also agrees with the far-field acoustic force and stress moments. The monopole coefficient is unchanged.
Use a linear, lossless arterial pressure wave model with an incompressible fluid of mass density , small wall displacement and negligible mean-flow advection compared with the wave speed. Let the parent vessel have equilibrium area and speed . Linearizing mass conservation and axial momentum gives and . With wall compliance , these imply . A stiffer wall therefore has larger wave speed. A downstream travelling pressure wave carries flux , where is the characteristic admittance of an arterial wave; a returning wave has .
Place the reflecting junction at . Treat the daughters as outgoing-wave loads, with combined admittance and no further returning waves. At the junction, pressure continuity and flux conservation give and . Thus the bifurcation reflection of an arterial pressure wave has
A decrease in total area gives if the parent and daughter wave speeds are equal. More generally this requires , an assumption about both area and stiffness. To isolate the effect of ageing, assume all relevant wave speeds increase by the same factor, so their ratios and hence stay fixed. Unchanged geometry alone does not ensure unchanged if the vessels stiffen by different factors.
At a station , put and , the round-trip phase to the reflector. The incident pressure harmonic and its reflection give
For time convention , the two phasors are and . Their maximum times are shifted by and , respectively. Hence the pressure-flow phase lag from one arterial reflection is
Indeed has the argument of . On the branch , this phase lag is positive: the pressure maximum follows the flow maximum. There is no cycle-wrap ambiguity on this branch because .
The age trend need not have the same sign at every station. Differentiating the phase gives
Increasing decreases . At a distal station with , the lag therefore decreases. At a more proximal, ascending-aortic station with , it increases. Thus one sufficient set of assumptions reproducing both trends is
As long as ageing keeps the stations in these ranges, the distal lag falls while the proximal lag rises. The effect is interference between pressure waves that add and flow waves that subtract, not merely the shortening of one travel time. The lag is largest at a round-trip phase of .
This is a conditional explanation, with fixed representative harmonic frequency, fixed reflector location, negligible attenuation, negligible additional reflections and common stiffness scaling. The given stiffness and geometry facts alone do not specify the phase ranges, so they do not force either age trend without these extra assumptions. Here the two stations lie on the incident-plus-reflected segment. A station beyond the sole junction in an ideal outgoing daughter has only a transmitted wave and zero pressure-flow lag in this model. Actual peripheral measurements beyond that junction require returning waves from further junctions or terminal loads; a single-reflector calculation cannot establish their lag. Non-sinusoidal waveforms, distributed viscosity, mean flow and differently evolving reflection coefficients can also shift peak times. These limitations matter when applying the harmonic explanation to a real arterial network.
Take the small- and large- limits at fixed first, then expand in small . Seek . The leading equation is , so
At the next order,
For large , extend the integrals determining the localized film resistance to the whole line. The even leading profile has equal end values, so the force condition at order becomes
The left side follows from . Using the supplied integrals gives , , . Hence
This fixes the integration constant in . In terms of it reads . The root near gives
The correction has a minus sign. The printed is inconsistent with the supplied differential equation and force condition: substituting gives , whereas . The discrepancy is not a choice of flux sign, because the positive-gap scaling here requires . The leading value is unaffected by this error.
Use the force integral to calculate the leading pressure drop, retaining its first nonzero order in both and :
At , the bracket is . With the definitions of and this gives the small-speed compliant-plug lubrication asymptotics
Thus the requested leading pressure-drop expression remains valid despite the sign error in its subsidiary correction.
Finally, the absolute downstream pressure selects and hence . At the downstream matching region the leading shape gives
because cancels the unstressed parabolic term. For example, if the downstream excess pressure is fixed and
then , and
This is a linear pressure-speed law on the specified small- branch. If depends on speed or cell state, its relation must instead be substituted to obtain the corresponding law. If , the stated leading positive-gap branch does not exist. Without the absolute-pressure relation, the problem gives a family parameterized by , rather than a unique . Errors from finite , higher powers of and higher powers of have been omitted consistently in this leading approximation. Resolving the displayed correction to requires the omitted finite-domain and higher- corrections to be smaller than ; otherwise only its leading value is justified.
Work in the body frame and approximate the narrow annulus locally by a planar gap. Let be the cylindrical wall, moving at in this frame, and the stationary cell surface. The red blood cell is represented by the given compliant body; the surrounding fluid is modeled as incompressible and Newtonian. Assume , small local gap slope, and negligible inertia. The lubrication equations are and , with no-slip conditions , . Integration gives
Mass conservation makes the body-frame flux constant. With the sign convention of the problem,
so the lubrication model of a compliant translating plug gives
The circumferential multiplier is to leading order, giving the relative volume flux .
Let be the pressure in front of the cell. Match the film to the reservoirs by and . Use and symmetric end matching for the parabolic-gap reduction. The elastic law gives
For this gives . If the outer unstressed shape is not symmetric at the matching ends, the general relation instead includes . The proposed reduced end equation assumes the symmetric matching used here. The gap must remain positive. To determine the unknown flux and translating speed one also needs zero net axial force on the freely moving body, and a specified absolute downstream pressure relative to , not merely a pressure difference. If an external force pulls the body, it must replace the force-free condition. The stated elasticity law fixes ; treating it as an unknown internal pressure would require a further cell-volume constraint.
The force-free condition is most easily obtained from a control volume containing both body and surrounding film. The pressure force is , and the resisting wall traction is . The local velocity solution gives , so
This is the force-free pressure drop of an annular lubrication plug. It includes the film pressure and shear contributions without separately approximating the deformed body's surface normal.
Put , , and . The local parabolic elastic law is , whence . Substitution into the local lubrication equation gives
The derivative is with respect to the scaled coordinate ; a derivative with respect to dimensional would be inconsistent with this nondimensional equation.
Let and . The elastic end condition gives . Scaling the force integral and eliminating then gives
This completes the requested formulation and both dimensionless equations. The local parabolic approximation is used in the region contributing most strongly to the lubrication integrals; matching to the outer shape and reservoirs supplies the stated end conditions.
Write and . The gravitational central force has zero torque, so the specific angular momentum
is constant. For a nonradial orbit , motion lies in the plane normal to , and plane polar coordinates give . With and primes denoting derivatives,
The radial equation is therefore the Binet equation
Its general solution, after choosing the polar origin of angle, is
The origin is a focus of this conic section. To identify which conic section occurs, use the conserved specific energy
A bound, nonradial orbit has , hence and is an ellipse. For example, putting , in gives
an explicit ellipse equation. This is the intended low, bound Kepler orbit. The inverse-square equation alone does not imply an ellipse: an initially tangential speed larger than gives , and a hyperbolic Kepler orbit. Zero angular momentum instead gives radial motion. Those qualifications are necessary for the elliptic conclusion.
In a circular orbit, centripetal acceleration balances the gravitational acceleration:
Here is the positive angular speed; either sense of circulation has this period.
With the stated drag force, use the full angular momentum . Gravitational torque is still zero, while the drag torque is
Therefore for constant . Its direction remains fixed, and its magnitude has exponential decay with time constant ; the orbit remains planar although its shape is no longer a fixed ellipse.
The moment of inertia of a uniform solid cylinder is taken about its symmetry axis. Write its mass density as . A coaxial shell of radius and thickness has mass . Thus
A hollow cylinder would have a different moment of inertia; uniform solid density is the intended assumption.
Let measure the centre's displacement uphill from its initial position, and choose signed angular velocity so that uphill rolling without slipping has . Let be the signed contact force uphill. The translation and rotation equations are
The minus sign in the torque equation follows from the chosen rolling sense: uphill contact force opposes the positive spin. Under rolling without slipping, . Eliminating gives
Using and , the no-slip motion and maximum vertical rise are
Indeed the centre turns at , reaching , whose vertical component is the boxed height. Conservation of energy independently gives the same answer from initial kinetic energy .
The available static friction is at most . It can supply the required uphill force exactly when . Therefore
Interpret the stated friction magnitude as limiting static friction and as kinetic friction during slip, with the same coefficient. Take , . In the slipping regime the contact point moves downhill relative to the slope, so kinetic friction acts uphill. To verify this direction rather than assume it unchecked, solve with . Define . The result is
The centre's speed is , with the sign of specifying ascent or descent. The contact point's relative velocity is
Thus the assumed uphill kinetic friction is consistent throughout both ascent and descent, including when the centre's velocity changes sign. There is no later return to rolling without slipping before reaching the bottom. This is the characteristic slipping solid cylinder on an incline regime.
The centre turns at , giving
The formulas apply up to the positive return time . Substitution into the signed velocity and angular velocity gives
The return spin can have either sign and vanishes at . It reverses when , although the contact point still slips downhill. The unchanged centre speed does not mean that no energy was dissipated: the rotational kinetic energy has decreased. Indeed integrating the frictional power gives
which agrees with the difference of the initial and final rotational kinetic energies.
Choose the positive direction along the incoming car's velocity. Treat each car as a translating body, take , and neglect external impulse, rotation and energy losses during the short elastic collision. If are the final signed velocities, conservation of momentum and conservation of energy give
Factoring the second relation and using the first gives on the collision branch. The other algebraic branch, , describes no impulse and cannot describe separating bodies after contact. Solving the collision branch yields
For the first car rebounds and the second moves forwards. At the first stops and the second takes its original velocity. For both move forwards, with , so they separate. In the limits and , the first car's velocity approaches and , respectively.
For the deformable car, take at first contact. The resisting force does negative work. The work-energy theorem therefore gives
At the first stop , whence . The speed bound ensures that this right-hand side is positive, so squaring introduces no extraneous solution. The stopping compression is
For this lies strictly between and , as required before complete crushing. The coefficient in the stipulated force law is taken in its stated normalization.
The binomial polynomial equals when . For , it has value if and value zero otherwise. These are integers. If , then
Hence each is an integer-valued polynomial on all of , including negative arguments.
For , factor the common product in the two polynomials:
For the common product is empty and equals , so this argument also covers that boundary case.
The polynomial has polynomial degree and leading coefficient . For a polynomial of polynomial degree with leading coefficient , subtract ; the remainder has smaller polynomial degree. Repeating gives the required expansion with rational numbers . For uniqueness, suppose two expansions differ and let be the largest index with different coefficients. Their difference then has a nonzero term of polynomial degree , with leading coefficient equal to that coefficient difference divided by . It cannot be the zero polynomial. Thus the expansion is unique.
Replacing by in the earlier identity gives for , while . By linearity of the forward difference operator,
An empty sum is zero when . If were nonconstant, with polynomial degree and leading coefficient , then would have polynomial degree and leading coefficient . Therefore forces to be constant.
There is a direct way to recover every coefficient. Since and for , repeated application of the forward difference operator gives
The last equality follows by expanding , where ; the commuting shifts obey the binomial theorem. If is an integer-valued polynomial, every summand on the right is an integer, proving that all are integers. Together with the first paragraph this gives both directions of the Newton series for an integer-valued polynomial sequence description.
Use a translating accelerated reference frame; its axes do not rotate. If is the block's position relative to the table, then its inertial position is . Its relative velocity is and its inertial acceleration is . Let be the upward normal force. During contact , and the linear tangential resistance gives
These are Newton's second law transformed to the table's reference frame; the extra terms arise from the table's acceleration. The last equation gives while contact persists. If contact is lost, both the contact resistance and vanish, and free flight must be described by the corresponding gravity-only equations.
For , assume and put . Seek a periodic particular solution . Substitution into the first differential equation gives
Solving yields
The homogeneous solutions are a constant and a multiple of . Choose the phase with . Then and , so
Also . The decaying transients leave the stated steady orbit. Positive damping is essential to this late-time assertion; for an additional constant drift may persist.
No attractive contact force is available, so cannot be negative. Over a whole oscillation its minimum is . Thus strictly positive contact loading throughout requires , or the printed form with taken as a nonnegative vertical amplitude. If , contact cannot persist: it would require during part of the cycle. At equality, vanishes only at isolated instants and the ideal constrained motion can still remain in contact. Hence the strict inequality characterizes positive loading; mere nonnegative contact permits the marginal equality case.
Put and . In the Unscaled Papkovich–Neuber representation, take the harmonic potentials and . Differentiating gives the Stokeslet velocity and its pressure:
Indeed, writing ,
The antisymmetric first two terms cancel in the rate-of-strain tensor, whereas their curl supplies the vorticity. Thus
The rate-of-strain tensor has zero trace, as required by incompressibility. The stress is ; integrating its traction with normal over a sphere gives . This fixes the force normalization of the Stokeslet.
For a sphere in a uniform straining Stokes flow, write the ambient velocity as , where is symmetric and trace-free, and set . Symmetry gives zero translation and rotation of the centred force-free, torque-free sphere. Seek a decaying disturbance using the Unscaled Papkovich–Neuber representation with
The components of are derivatives of , and is a trace-free harmonic quadrupole, so both potentials satisfy Laplace's equation outside the sphere. Direct differentiation yields
The no-slip boundary condition at requires the coefficient of to be and that of to vanish: , . Hence , , and
This disturbance cancels the ambient velocity at , decays at infinity, and has a leading stresslet proportional to .
For the two-sphere hydrodynamic interaction, let point from the forced sphere to the second sphere. The first sphere's leading far field is the Stokeslet with . Its incident rate-of-strain tensor at the second sphere is
The force-free sphere translates with the local uniform incident flow, and the torque-free sphere rotates with half the incident vorticity. Those parts cause no leading Stokeslet or rotlet disturbance. The remaining incident strain produces the stresslet just calculated. At displacement from the second sphere its velocity is
The first sphere translates in this returned incident flow. Finite-size sampling and higher incident multipoles enter only beyond the retained reflection order. Thus the stresslet reflection between two force-free and forced spheres gives
The factor makes explicit the velocity scale implicit in the printed remainder.
The resulting input power, equal to the viscous dissipation, is
It decreases at fixed force. The Minimum-dissipation theorem for Stokes flow instead compares admissible fields at fixed first-sphere velocity: extending a two-sphere field rigidly into the second sphere gives an admissible one-sphere field, so the extra rigid inclusion can only increase the minimum resistance. Allowing the second sphere to choose its translation and rotation minimizes over its rigid motions, producing zero force and couple there. An increase of this effective hydrodynamic resistance matrix decreases its inverse hydrodynamic mobility matrix, and hence decreases fixed-force power. The negative mobility correction is therefore consistent with minimum dissipation.
If the second sphere is prevented from rotating, its angular velocity relative to the incident fluid becomes
Use the rotating sphere in Stokes flow at . The additional reflected rotlet gives
Adding this rotation-clamped reflection between two spheres to the strain reflection,
The holding couple supplies no power because the held sphere's angular velocity is zero.
Let and be two Stokes flows in the same fluid domain, with equal dynamic viscosity and zero body force. The Lorentz reciprocal theorem for Stokes flow is
To prove it, use the symmetric Newtonian fluid stress tensor and . Incompressibility removes the pressure contraction, while symmetry removes the antisymmetric velocity gradient. Therefore
The divergence theorem proves the boundary identity. It applies to an exterior domain by a limit at infinity; the boundary integral there vanishes for decaying rigid-body Stokes flows.
Use a normal directed outward from the fluid, into the rigid body. Then and are the force and couple exerted by the body on the fluid. If and , inserting the rigid boundary velocity into the Lorentz reciprocal theorem for Stokes flow gives
Arbitrary rigid velocities imply . A separate integration by parts, using the Stokes equation, gives
Equality requires zero rate-of-strain tensor everywhere. Such a velocity is a rigid motion in the connected exterior fluid; decay at infinity forces it to vanish, and the no-slip boundary condition then forces . Hence the resistance matrix is symmetric positive definite. Defining force as fluid-on-body would reverse its sign, so the positive convention matters.
For the rods, choose body axes along , , and their normal. On the first rod, for , and the slender-body force density is
On the second rod, , and
Integrate the force densities and the moments , using , , and . For example, , , and . In the ordering , the full right-angle two-rod resistance matrix is
The planar subsystem is
Inverting this symmetric matrix gives the hydrodynamic mobility matrix
The upper-right entry is positive, as printed in the PDF; the negative sign in the converted TeX would violate both this inversion and reciprocity.
Let laboratory point along the initial and laboratory point upward. At body angle , and . The gravitational load, balanced by body-on-fluid resistance, has body components
The last expression follows by taking moments of the two endpoint weights about . Substitution into the hydrodynamic mobility matrix gives
For , the initial condition persists, and , : vertical descent without rotation. For , throughout , and the zero of at is stable. A simple zero is approached only as , so increases monotonically to . For , it decreases monotonically through and toward the next stable zero: , not .
The laboratory horizontal velocity of is
For , divide by the angular equation to eliminate time:
At both limiting orientations the sine and cosine are equal, so the sedimentation drift of a weighted two-rod body is
For the initial drift is negative. It reaches at , reverses, crosses its starting horizontal position at , and ends to the right. At exactly there is no horizontal displacement; the infinite-time displacement is discontinuous there because the rotation time diverges as .
A freely swimming body has neither an imposed end couple nor an imposed end transverse force. Its end bending moment is therefore zero, and the transverse force is also zero at both ends. These are the four free-end bending boundary conditions; they do not require the end displacement or slope to vanish.
Put , using the physically consistent sign. Integrating with the two leading-end conditions gives
The two trailing-end conditions consequently require
These free-end compatibility for a swimming beam conditions are total transverse force and torque balances. They explain why an arbitrary plausible prescribed does not suffice: two integration constants can satisfy only two end conditions unless the forcing already satisfies both compatibility integrals.
The missing freedom is the swimming recoil correction. An observed or prescribed deformation relative to the body must be supplemented by a lateral translation and a small yaw :
To identify with the actual centre of mass displacement, first remove the body-mass-weighted mean from . One may also remove its body-mass-weighted first moment about to define the yaw reference uniquely. This changes the decomposition of the observed motion, not the physical displacement.
For , the recoil contribution to the forcing is
Insert into the two compatibility integrals, using and as weights. This gives two coupled ordinary differential equations for the two recoil motions. Their principal acceleration matrix is
For a nondegenerate positive mass distribution it is a positive-definite matrix: its quadratic form at is unless . Thus initial translation and yaw determine the recoil through these equations, and the corrected supplies the two compatibility conditions. The four free-end conditions determine the bending moment together with two rigid recoil motions; they do not overdetermine a physically complete swimming motion.
Choose the internal transverse force so that the net internal transverse force on a slice is . Its linear momentum balance is then
The coordinate labels body slices, so their lateral material acceleration is ; the fluid transport operator must not be substituted for this body acceleration.
Let be the total internal bending moment, including both passive elastic and active muscular contributions. With the compatible moment orientation, the net couple on the slice is . The cross-sectional rotary inertia is smaller than the translational inertia by the square of the transverse-to-longitudinal length ratio, and is neglected in this slender-beam approximation. Slice angular momentum balance therefore gives . Eliminating from the slice linear momentum balance proves
This equation is the balance law for an active bending beam for a swimming fish; a constitutive relation for the passive bending moment or the muscle actuation is not needed to derive it. With the force-on-body convention established above it becomes
As a check, constant and rigid lateral acceleration give the effective inertia . Combining the printed positive force in part (i) with the minus sign in the beam equation would instead give . That is the same sign defect, rather than a negative hydrodynamic added mass. If the positive quantity in part (i) is called as a force on the fluid, the beam equation must contain .