2025/05/19 by Menon, Abhiram
Engineering · #05A20 (Primary) 68Q25 #68R05 (Secondary) #Combinatorics (math.CO) #FOS: Mathematics #G.2 #I.5 #Soil, Finite Element Methods #Structural Analysis and Optimization #Vibration and Dynamic Analysis
paper · pdf · doi:10.48550/arxiv.2505.12941
openalex publication_date 2025/05/19 · openalex created_date 2025/10/18 · openalex updated_date 2026/07/30
We derive a unified closed-form expression for the Frame-Stewart algorithm in the multi-peg Tower of Hanoi: M(p,n) = 2^(i(p,n)+1)*n - sumk=0i(p,n) 2k * C(p+k-2, k), where i(p,n) = min j >= 0 : n <= C(p-1+j, j+1) . and prove it satisfies the Frame-Stewart recurrence for all (p,n) via double induction using discrete slope analysis with simplex boundaries. It shows that M(p,n) grows linearly within each regime, with slopes doubling at successive boundaries. We also prove Frame-Stewart optimality for the first two regimes indexed by i: for p-1 < n <= C(p,2), M(p,n) = 4n - 2p + 1; for C(p,2) < n <= C(p+1,3), M(p,n) = 8n - 2p2 + 1. These results give optimality proofs for infinitely many (p,n) pairs beyond trivial cases, settling the conjecture up to n <= C(p+1,3).