GSO003 Problem 9
Problem Statement
Damped Oscillation Analysis: Door Closer Design for a Heavy Soundproof Door
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 m, moving along a horizontal x-axis. The fully closed position is the origin x=0; the opening direction is positive.
The door closer contains a spring (restoring force −kx) and an oil damper (viscous damping force −γv, where v=dx/dt). No other horizontal forces act on the door (rail friction is negligible).
At time t=0, the door is opened to position x=x0 (x0>0) and released from rest.
By changing the temperature in the lab, the oil viscosity (and therefore the damping coefficient γ) is set to three different values:
Case 1 (Winter — high viscosity): γ=γ1 The door moves in overdamped motion. Let x1[m] be the door's position at t=ln2s.
Case 2 (Optimal temperature): γ=γ2 The door closes as quickly as possible without oscillation — critical damping. Let x2[m] be the door's position at t=0.5s. This is expressed as x2=Ce−1 for some constant C (where e is Euler's number).
Case 3 (Summer — low viscosity): γ=γ3 The door moves in underdamped oscillation. Let t3[s] be the first time the door passes through x=0 (fully closed position) after release. The square of t3 is expressed as t32=QPπ2 for coprime positive integers P,Q (π 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=100kg
- Spring constant: k=400N/m
- Initial displacement: x0=0.96m
- Case 1 damping coefficient: γ1=500N⋅s/m
- Case 2 damping coefficient: γ2=400N⋅s/m
- Case 3 damping coefficient: γ3=200N⋅s/m
Input Format
From each case, compute N1, N2, N3 as follows, and give their sum N=N1+N2+N3 as a positive integer:
- N1=x1×100
- N2=C×100
- N3=P+Q
Solution
Equation of Motion
By Newton's second law:
mdt2d2x+γdtdx+kx=0Substituting m=100, k=400 and dividing by 100:
dt2d2x+100γdtdx+4x=0Initial conditions for all cases: x(0)=0.96, x˙(0)=0.
Case 1: Overdamping (γ1=500N⋅s/m)
dt2d2x+5dtdx+4x=0Characteristic equation: λ2+5λ+4=(λ+1)(λ+4)=0, giving λ=−1,−4 (two distinct real roots — overdamped).
General solution:
x(t)=A1e−t+A2e−4tApplying initial conditions:
A1+A2=0.96,−A1−4A2=0Solving: A2=−0.32, A1=1.28.
x(t)=1.28e−t−0.32e−4tAt t=ln2s (using e−ln2=21, e−4ln2=161):
x1=1.28×21−0.32×161=0.64−0.02=0.62m N1=0.62×100=62Case 2: Critical Damping (γ2=400N⋅s/m)
dt2d2x+4dtdx+4x=0Characteristic equation: (λ+2)2=0, repeated root λ=−2 — critical damping.
General solution:
x(t)=(B1+B2t)e−2tApplying initial conditions:
B1=0.96,B2−2B1=0⟹B2=1.92 x(t)=0.96(1+2t)e−2tAt t=0.5s:
x2=0.96(1+1)e−1=1.92e−1mSo C=1.92.
N2=1.92×100=192Case 3: Underdamping (γ3=200N⋅s/m)
dt2d2x+2dtdx+4x=0Characteristic equation: λ2+2λ+4=0, roots λ=−1±3i — underdamped.
General solution:
x(t)=e−t(D1cos3t+D2sin3t)Applying initial conditions:
D1=0.96,−D1+3D2=0⟹D2=30.96 x(t)=e−t(0.96cos3t+30.96sin3t)The first zero crossing occurs when the bracketed term equals zero (since e−t>0):
3cos3t3+sin3t3=0⟹tan3t3=−3The smallest positive solution is 3t3=π−3π=32π, so:
t3=332π t32=274π2=274π2Since gcd(4,27)=1: P=4, Q=27.
N3=4+27=31Final Answer
N=N1+N2+N3=62+192+31=285Answer: 285