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Contests/Gnit Sunday Open 003 (GSO003)/Problem 9 Damped Oscillation Analysis: Door Closer Design for a Heavy Soundproof Door
Problem 9

Damped Oscillation Analysis: Door Closer Design for a Heavy Soundproof Door

Finished
600 ptsLv.9 AdvancedMathematical Physics
2026/04/05 19:30〜2026/04/05 21:00
Author: admin

Problem Statement

Consider the motion of a heavy sliding door with an automatic closing mechanism (door closer) installed in a next-generation soundproof room.

The door can be treated as a point mass of mass mmm, moving along a horizontal xxx-axis. The fully closed position is the origin x=0x = 0x=0; the opening direction is positive.

The door closer contains a spring (restoring force −kx-kx−kx) and an oil damper (viscous damping force −γv-\gamma v−γv, where v=dx/dtv = dx/dtv=dx/dt). No other horizontal forces act on the door (rail friction is negligible).

At time t=0t = 0t=0, the door is opened to position x=x0x = x_0x=x0​ (x0>0x_0 > 0x0​>0) and released from rest.

By changing the temperature in the lab, the oil viscosity (and therefore the damping coefficient γ\gammaγ) is set to three different values:

Case 1 (Winter — high viscosity): γ=γ1\gamma = \gamma_1γ=γ1​ The door moves in overdamped motion. Let x1 [m]x_1\,[\text{m}]x1​[m] be the door's position at t=ln⁡2 st = \ln 2\,\text{s}t=ln2s.

Case 2 (Optimal temperature): γ=γ2\gamma = \gamma_2γ=γ2​ The door closes as quickly as possible without oscillation — critical damping. Let x2 [m]x_2\,[\text{m}]x2​[m] be the door's position at t=0.5 st = 0.5\,\text{s}t=0.5s. This is expressed as x2=Ce−1x_2 = Ce^{-1}x2​=Ce−1 for some constant CCC (where eee is Euler's number).

Case 3 (Summer — low viscosity): γ=γ3\gamma = \gamma_3γ=γ3​ The door moves in underdamped oscillation. Let t3 [s]t_3\,[\text{s}]t3​[s] be the first time the door passes through x=0x = 0x=0 (fully closed position) after release. The square of t3t_3t3​ is expressed as t32=PQπ2t_3^2 = \frac{P}{Q}\pi^2t32​=QP​π2 for coprime positive integers P,QP, QP,Q (π\piπ is the ratio of a circle's circumference to its diameter).

Analyze the motion in each case by solving the differential equation, and find the required numerical values.

Constraints

  • Door mass: m=100 kgm = 100\,\mathrm{kg}m=100kg
  • Spring constant: k=400 N/mk = 400\,\mathrm{N/m}k=400N/m
  • Initial displacement: x0=0.96 mx_0 = 0.96\,\mathrm{m}x0​=0.96m
  • Case 1 damping coefficient: γ1=500 N⋅s/m\gamma_1 = 500\,\mathrm{N \cdot s/m}γ1​=500N⋅s/m
  • Case 2 damping coefficient: γ2=400 N⋅s/m\gamma_2 = 400\,\mathrm{N \cdot s/m}γ2​=400N⋅s/m
  • Case 3 damping coefficient: γ3=200 N⋅s/m\gamma_3 = 200\,\mathrm{N \cdot s/m}γ3​=200N⋅s/m

Input Format

From each case, compute N1N_1N1​, N2N_2N2​, N3N_3N3​ as follows, and give their sum N=N1+N2+N3N = N_1 + N_2 + N_3N=N1​+N2​+N3​ as a positive integer:

  • N1=x1×100N_1 = x_1 \times 100N1​=x1​×100
  • N2=C×100N_2 = C \times 100N2​=C×100
  • N3=P+QN_3 = P + QN3​=P+Q

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