Removing helium from a hydrogen-rich envelope lowers He/H and raises its reciprocal H/He. A helium-rain explanation of atmospheric depletion must keep those two ratio conventions distinct. Settling helium-rich material can release gravitational energy while changing atmospheric composition; excess luminosity alone does not uniquely determine the interior process.
Newtonian gravitational potential energy Created 2026-09-24 Updated 2026-10-14
This is the Newtonian point-mass specialization of gravitational energy, with the reference value chosen at infinite separation.
Past exam of the mathematics course of the University of Cambridge 2007 iii Paper 66 3 a Solution Created 2026-10-03 Updated 2026-10-14
For a regular, spherical star, hydrostatic equilibrium gives . Multiply by and integrate to the surface. Integration by parts givesThe central boundary term vanishes for finite central pressure. Since , the right-hand side of the integrated hydrostatic equation isThe last expression is the gravitational energy: adding a thin mass shell to the interior mass contributes , counting each interacting pair once. HenceWith the specified zero surface pressure this proves the stellar virial theorem in the required form,
Past exam of the mathematics course of the University of Cambridge 2008 iii Paper 70 2 Solution Created 2026-10-03 Updated 2026-10-14
Let be the gravitational energy. Multiply the stellar hydrostatic equation by and integrate through the star. Integration by parts and zero surface pressure givewhile its hydrostatic right-hand side is . Hence the stellar virial theorem is
There is a genuine reference-sheet error to resolve. A monatomic ideal gas with adiabatic exponent has specific internal energy of an ideal gas , not the printed on PDF page 2. The latter would give total internal energy and zero total energy, inconsistent with radiating contraction. The following derivation uses the consistent monatomic value.
A fully convective star is approximately isentropic and has an adiabatic stellar polytrope with index . The given polytropic gravitational-energy formula yields . The virial relation gives total internal energy , so total energy is . At constant mass with no nuclear heating, Kelvin-Helmholtz contraction obeys , whenceHere denotes physical time.
In the plane-parallel atmosphere, the inward optical depth satisfies , so hydrostatic equilibrium in optical depth gives . Neglecting radiation pressure, and the specified opacity becomes . ThereforeThe grey atmosphere relation and the boundary integrate toTo apply the Schwarzschild criterion, put . Logarithmic differentiation givesThis increases inward, starting from zero. Marginal convection has , so . Since , the grey-atmosphere convection onset with seventeenth-power opacity isThe purely radiative atmosphere is used only up to this boundary.
The convective relation is spatially uniform in its entropy coefficient at each instant; can change as the star radiates and contracts. At the convection boundary is a fixed number, so at fixed composition and opacity normalization. ThusOn the other hand, the central scalings for the stellar polytrope give and . Hence, at fixed composition,Equating the interior and atmosphere expressions yields . Applying the Stefan–Boltzmann law then proves the Hayashi contraction with seventeenth-power opacity relation
At fixed mass write , with constant and . The contraction equation is , where . Direct integration givesMultiplying through by and substituting the current luminosity givesFor the stated very large initial radius, or after that initial-radius term becomes negligible,This is the luminosity-age relation within the contraction model, rather than an assertion that a physical star begins at literally infinite radius.
Past exam of the mathematics course of the University of Cambridge 2010 iii Paper 67 1 Solution Created 2026-10-03 Updated 2026-10-14
Put , the filament bending modulus in the easier bending direction; is the relevant second moment of area. Take filament tension as positive in extension. A cut at height supports the weight of the material above it, so its axial force is compressive:The small transverse displacement induces a transverse tension force density , while bending produces . Their balance givesThe same result follows from elastic energy and gravitational energy. To quadratic order, local inextensibility shortens the height of the material point labelled by . Integrating its weight and interchanging the integrals gives the second-order potential energyTwo integration by parts steps in its first variation giveThe clamped boundary conditions fix displacement and slope at the base, and the unconstrained tip must have zero bending moment and transverse end force. Thus the complete four conditions areSince the filament tension vanishes at the tip, the last condition is . Integrate the ordinary differential equation once: is constant, and its tip value makes that constant zero. For the slope , it follows thatThe other tip condition already follows from this equation for a regular solution; it is not a third independent condition on the second-order slope problem. Finally reconstruct to impose the base position.
Set , , and . Then and , so becomesSubstituting givesThis is the Bessel differential equation of order , whose two independent Bessel functions of the first kind giveThe tip is . To decide which branch is admissible, retain both leading behaviours, not just the fact that stays finite:Since and , the first branch has zero tip derivative, while the second has a nonzero tip derivative. The moment-free condition therefore sets , and it does not require the tip slope itself to vanish. The base condition now requiresLet be the first positive zero. The Bessel threshold for self-buckling of a vertical rod isTo identify this as the first loss of stability, write the quadratic energy in terms of the slope as . On functions with , its critical coefficient is the minimum Rayleigh quotient ; variation supplies the moment-free condition at the tip and the same Sturm-Liouville problem. The first zero gives the lowest eigenvalue, so the straight state is stable below this load, neutral at it, and unstable above it, with the easier direction buckling first.