Lagrangian and variational mechanics exercise pack (Arnold Part II supplement)
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Formal definition of the pack Intermediate
Arnold's Part II builds classical mechanics on the configuration manifold M: a Lagrangian is a smooth function L:TM→R, a motion is a critical point of the action S[γ]=∫abL(γ,γ˙)dt, and the Euler-Lagrange equation dtd∂vL−∂qL=0 is the condition for criticality. The Legendre transform (fibre derivative) FL:(q,v)↦(q,∂vL) carries this to the Hamiltonian side, and Noether's theorem ties each one-parameter symmetry group of L to a conserved quantity. Several of Arnold's Part II problems cut across these results at once — a single computation will set up the action, derive the equations of motion, and read off a conservation law from an invariance.
This pack collects nine such exercises — three easy, four medium, two hard — each with a hint and a full solution. It is meant to be read alongside its prerequisite units 05.00.01, 05.00.02, 05.00.03, 05.00.04, and the worked-examples unit 05.00.09, not as a standalone development. The problems are grouped by Arnold section: the Euler-Lagrange machinery and elementary variational problems (easy), the Legendre transform and worked mechanical systems (medium), and Noether-theorem applications (hard).
The conventions throughout are Arnold's: q denotes generalised coordinates on M, v=q˙ the fibre coordinate on TM, p=∂vL the conjugate momentum, ω=dp∧dq=−dθ with θ=pdq, and the energy is E=p⋅v−L.
Key theorem with full solution Intermediate
Before the pack proper, we work one exercise in full as an exemplar of the format. The remaining eight follow the same structure (problem, hint, full answer in <details> blocks).
Lead exercise.Derive the Euler-Lagrange equation from Hamilton's principle, and verify that L=21m∣q˙∣2−V(q) recovers Newton's equation.
Solution. Let γ:[a,b]→M be a motion and consider a variation γs with γ0=γ, fixed endpoints γs(a)=γ(a), γs(b)=γ(b), and variation field δq=∂sγss=0, which vanishes at a and b. The action is S[γs]=∫abL(γs,γ˙s)dt. Differentiate under the integral sign at s=0 in a chart:
dsdS[γs]s=0=∫ab(∂q∂Lδq+∂v∂Lδq˙)dt.
Since δq˙=dtdδq, integrate the second term by parts:
The boundary term vanishes because δq(a)=δq(b)=0. Collecting,
δS=∫ab(∂q∂L−dtd∂v∂L)δqdt.
A motion is a critical point, so δS=0 for every admissible δq. By the fundamental lemma of the calculus of variations, the integrand's coefficient vanishes identically:
dtd∂v∂L−∂q∂L=0.
For L=21m∣q˙∣2−V(q) in Rn: ∂vL=mq˙ and ∂qL=−∇V. The Euler-Lagrange equation becomes dtd(mq˙)+∇V=0, that is mq¨=−∇V(q) — Newton's second law with force −∇V. □
This is the canonical bridge from the variational principle to the equations of motion. Every problem downstream that "derives the equations of motion" runs this same first-variation argument, then specialises the Lagrangian.
Exercises Intermediate
Exercise pack EP. Arnold Mathematical Methods of Classical Mechanics Part II supplement: Euler-Lagrange equations, the Legendre transform, Noether's theorem, and worked mechanical systems across §12-§20.