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The velocity-Verlet step matches the exact flow through order two: local truncation error O(h3) on a convex tube

Statement

Let d≥1 and let U, M, V, A, B, H=A+B, Dh, Kh and Vh be as in The splitting Hamiltonian H=A+B, the drift and kick maps, and the velocity-Verlet map. Let W⊆U be open, bounded and convex, let K⊆W be nonempty compact, and let r>0 satisfy K+B‾r(0)⊆W (Open ball, closed ball and sphere in a metric space). Put

XH(q,p):=(M−1p, −∇V(q)),M0:=sup⁡W∥XH∥,L1:=sup⁡W∥DXH∥,L2:=sup⁡W∥D2XH∥,

the derivatives being the total derivatives with operator norms (The Jacobian matrix of partial derivatives and the gradient in the scalar-valued case, Ck Euclidean maps and diffeomorphisms, The total (Fréchet) derivative Df(a) as the linear first-order approximation with o(∥h∥2) remainder); assume all three numbers are finite (for example, this holds when W‾⊆U). Let Φt be the local flow of XH (The local flow of an autonomous first-order system).

Then there exist h0>0 and C<∞, depending only on d, r, ∥M−1∥, sup⁡K∥p∥, M0, L1 and L2, such that for every (q,p)∈K and every 0<∣h∣≤h0:

  1. Φh(q,p) is defined and lies in W, and ∥Φh(q,p)−(q,p)−hXH(q,p)−h22DXH(q,p)XH(q,p)∥≤C∣h∣3.
  2. Vh(q,p) is defined and lies in W, and its two block components satisfy Vh(q,p)=(q+hM−1p−h22M−1∇V(q)+ρ1,    p−h∇V(q)−h22HV(q)M−1p+ρ2) with ∥ρ1∥,∥ρ2∥≤C∣h∣3; equivalently Vh and Φh have the same expansion through order two, XH(q,p)=(M−1p, −∇V(q)),DXH(q,p)XH(q,p)=(−M−1∇V(q), −HV(q)M−1p).
  3. Consequently ∥Vh(q,p)−Φh(q,p)∥≤C∣h∣3 for every (q,p)∈K and 0<∣h∣≤h0.

Facts & Assumptions

Given: The data of The splitting Hamiltonian H=A+B, the drift and kick maps, and the velocity-Verlet map; an open bounded convex W⊆U, a nonempty compact K⊆W and r>0 with K+B‾r(0)⊆W; the finite constants M0,L1,L2 of the Statement; the local flow Φt of XH; the abbreviations z=(q,p).

[F1]

Field and derivatives. The coordinate Hamiltonian-field convention XG=J∇G of The splitting Hamiltonian H=A+B, the drift and kick maps, and the velocity-Verlet map gives XH(q,p)=J∇H(q,p)=(M−1p,−∇V(q)); here (M−1)T=M−1 by that definition. Its total derivative is the block matrix DXH(q,p)=(0M−1−HV(q)0) with HV the Hessian of V (The Jacobian matrix of partial derivatives and the gradient in the scalar-valued case, The Hessian matrix and critical points of a scalar field). Since V∈C3, XH is C2, and the finiteness of M0,L1,L2 is an explicit hypothesis, satisfied in particular when W‾⊆U by continuity and the extreme value theorem (Ck Euclidean maps and diffeomorphisms, A continuous real-valued function on a nonempty compact metric space is bounded and attains a greatest and a least value, Heine-Borel in Rn: with the Euclidean metric a subset of Rn is compact if and only if it is closed and bounded, and the proof by bisection uses no choice principle; the same holds on the real line).

[F2]

Quantitative local existence and uniqueness. If F is continuous and locally Lipschitz on the open D⊆R×Rn, (t0,x0)∈D, and h,r>0 satisfy [t0−h,t0+h]×B‾(x0,r)⊆D, ∥F∥≤M and Lip⁡-constant L on that cylinder with hM≤r and Lh<1, then there is exactly one solution through (t0,x0) on [t0−h,t0+h] with graph in the cylinder; any two solutions through the same data agree on every common interval containing t0 (Picard-Lindelöf local existence and uniqueness for first-order systems, The local flow of an autonomous first-order system). A C1 field on W has Lipschitz constant L1 on W: for x,y∈W the segment lies in W by convexity, and the mean value estimate ∥F(x)−F(y)∥≤L1∥x−y∥ follows by integrating the derivative along the segment.

[F5]

Hessian symmetry and the integral form of the mean value estimate. HV(q)T=HV(q), and for C1 HV and points q,q′∈Q:=pr⁡q(W)⊆Π, where pr⁡q(q,p)=q and Q is open and convex, one has ∇V(q′)−∇V(q)=∫01HV(q+t(q′−q))(q′−q) dt by [F3] applied to t↦∇V(q+t(q′−q)) and [F4] (The Hessian of a C2 scalar field is symmetric, The Hessian matrix and critical points of a scalar field).

Proof

technique · direct; bound the second derivative of the exact-flow deviation by the fundamental theorem of calculus, and expand the three Verlet factors exactly, bounding the potential-gradient remainder by the Lipschitz constant of the Hessian
1.1givenF1F2F3algebra

Uniform short existence. Put P=sup⁡K∥p∥ and M1=∥M−1∥. Choose 0<h0≤1 so that h0M0≤r/8, h0L1≤1/2, and h0M1(P+M0)≤r/8, ignoring a restriction whose left side is identically zero. Then [F2] on the ball B‾(z,r/2)⊆W supplies the flow from each z∈K for ∣t∣≤h0. Its displacement is at most M0∣t∣ by the integral equation and [F3].

2.1givenstep 1.1F2F3F4algebra

Deviation of the exact flow. Define g(t):=Φt(z)−z−tXH(z)−t22DXH(z)XH(z) for ∣t∣≤h0. By [F4] and the flow equation ∂tΦt=XH(Φt) (The local flow of an autonomous first-order system) the curve g′ has derivative g′′(t)=DXH(Φt(z))XH(Φt(z))−DXH(z)XH(z); writing Δt:=Φt(z)−z and using the mean value estimate for XH on the convex W (so that ∥XH(Φt)−XH(z)∥≤L1∥Δt∥, [F2]), ∥g′′(t)∥≤∥DXH(Φt)−DXH(z)∥∥XH(Φt)∥+∥DXH(z)∥∥XH(Φt)−XH(z)∥≤(L2M0+L12)∥Δt∥≤(L2M0+L12)M0∣t∣. Since g(0)=g′(0)=0, two applications of [F3] give ∥g′∥≤12(L2M0+L12)M0t2 and ∥g(h)∥≤16(L2M0+L12)M0∣h∣3. This proves clause 1 with C1:=16(L2M0+L12)M0+1.

2.2givenstep 1.1F1algebra

Intermediate points. Put p1=p−h∇V(q)/2, q2=q+hM−1p1, and p2=p1−h∇V(q2)/2. The first kick displacement is at most r/16, and the drift displacement is at most r/8, so (q2,p1)∈B(z,r/2)⊆W. The final kick also has displacement at most r/16 since the field is bounded there. Thus every intermediate point and the endpoint lie in W, legitimating all three evaluations. The block formula for DXHXH follows from [F1].

3.1givenstep 2.2F1F2F3F5algebra

Expansion of the potential gradient. With w:=q2−q, [F5] gives ∇V(q2)=∇V(q)+∫01HV(q+tw)w dt=∇V(q)+HV(q)w+R with ∥R∥≤12LV∥w∥2, where LV:=sup⁡q∈Q∥DHV(q)∥≤L2 is a Lipschitz constant of HV on the convex position set Q=pr⁡q(W). Indeed, each q∈Q has a lift (q,p)∈W, and DHV(q) is the momentum-output, position-input block of D2XH(q,p), giving its operator-norm bound by L2. Integrating this derivative along segments in Q gives ∥HV(q+tw)−HV(q)∥≤tL2∥w∥, and then [F3] gives the stated remainder. Both endpoints q,q2 lie in Q by step 2.2, and ∥w∥≤r/8.

4.1givenstep 2.2step 3.1F1algebra

Exact algebra and remainders. The position identity is exact: q2=q+hM−1p−h2M−1∇V(q)/2, so ρ1=0. In the momentum identity use step 3.1 with w=hM−1p−h2M−1∇V(q)/2. This gives p2=p−h∇V(q)−h2HV(q)M−1p/2+ρ2, where ρ2=h3HV(q)M−1∇V(q)/4−hR/2. Its norm is at most ∣h∣3(L1M1M0+L2M12(P+M0)2)/4, since ∥HV(q)∥≤L1 and ∥DHV(q)∥≤L2 on Q are block restrictions of DXH,D2XH at any lift (q,p)∈W.

5.1step 2.1step 4.1algebra∎

Conclusion. Step 2.1 bounds the exact-flow remainder and step 4.1 bounds the Verlet remainder. Their terms through degree two agree, so the triangle inequality gives the cubic local defect after enlarging C to bound both expansions and their difference. All constants use only the stated finite bounds and tube data.

Remarks

Depends on

Dependency tree · 2 levels

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