Keep the same initial conditions across three damping regimes
The model xddot + c xdot + 4x = 0 has unit mass and stiffness 4 N/m. Trying exp(rt) gives the characteristic equation r² + cr + 4 = 0. Its discriminant c² − 16 separates oscillatory complex roots, a repeated real root and two distinct real roots.
Learning outcome: Derive roots and coefficients for one case in each regime, then check initial position, initial velocity and the energy-rate identity.
Starting recap
Derive equations with their initial or boundary conditions, integrate distributed profiles, and check model domains independently of numerical outputs.
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At critical damping c = 4 and t = 1 s, x = 3exp(−2) ≈ 0.406006 m and v = −4exp(−2) ≈ −0.541341 m/s. At c = 0, energy remains exactly 2 J and the solution reduces to cos(2t).
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Why does the underdamped release-from-rest solution need its sine term?
Experiment
Derive roots and coefficients for one case in each regime, then check initial position, initial velocity and the energy-rate identity.
Compare underdamped, critical and overdamped roots
Worked teaching model · synthetic values · Disclosed m=1 kg,k=4 N/m free oscillator with x(0)=1 m,v(0)=0. All three damping branches use those same initial conditions. Constant linear damping; mathematical scale only, not apparatus motion.
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Same initial conditions across damping roots
Unlike graph quantities rescale independently; read units and values, not screen angles. 1: exact homogeneous solution (solid). Joined curves show the supplied model, not additional observations.
Equivalent numerical coordinates for Same initial conditions across damping roots
exact homogeneous solution
| time (s) | displacement (m) |
|---|---|
| 0 | 1 |
| 0.05 | 0.9951666 |
| 0.1 | 0.9813308 |
| 0.15 | 0.9594808 |
| 0.2 | 0.930587 |
| 0.25 | 0.8955945 |
| 0.3 | 0.8554164 |
| 0.35 | 0.8109282 |
| 0.4 | 0.762963 |
| 0.45 | 0.7123077 |
| 0.5 | 0.6597002 |
| 0.55 | 0.6058262 |
| 0.6 | 0.5513186 |
| 0.65 | 0.496756 |
| 0.7 | 0.4426624 |
| 0.75 | 0.3895075 |
| 0.8 | 0.3377073 |
| 0.85 | 0.2876256 |
| 0.9 | 0.239575 |
| 0.95 | 0.193819 |
| 1 | 0.1505744 |
| 1.05 | 0.1100133 |
| 1.1 | 0.07226609 |
| 1.15 | 0.03742387 |
| 1.2 | 0.005541484 |
| 1.25 | -0.02335958 |
| 1.3 | -0.04928823 |
| 1.35 | -0.0722808 |
| 1.4 | -0.09239806 |
| 1.45 | -0.1097224 |
| 1.5 | -0.1243548 |
| 1.55 | -0.1364123 |
| 1.6 | -0.1460254 |
| 1.65 | -0.1533352 |
| 1.7 | -0.1584914 |
| 1.75 | -0.1616499 |
| 1.8 | -0.1629709 |
| 1.85 | -0.1626165 |
| 1.9 | -0.1607497 |
| 1.95 | -0.1575321 |
| 2 | -0.1531228 |
| 2.05 | -0.1476771 |
| 2.1 | -0.1413455 |
| 2.15 | -0.1342725 |
| 2.2 | -0.1265959 |
| 2.25 | -0.1184461 |
| 2.3 | -0.1099456 |
| 2.35 | -0.1012086 |
| 2.4 | -0.09234074 |
| 2.45 | -0.08343877 |
| 2.5 | -0.07459057 |
| 2.55 | -0.06587515 |
| 2.6 | -0.05736275 |
| 2.65 | -0.04911499 |
| 2.7 | -0.04118511 |
| 2.75 | -0.03361825 |
| 2.8 | -0.02645182 |
| 2.85 | -0.01971586 |
| 2.9 | -0.01343344 |
| 2.95 | -0.007621142 |
| 3 | -0.002289494 |
| 3.05 | 0.00255655 |
| 3.1 | 0.006917124 |
| 3.15 | 0.01079696 |
| 3.2 | 0.01420493 |
| 3.25 | 0.01715351 |
| 3.3 | 0.0196584 |
| 3.35 | 0.02173801 |
| 3.4 | 0.02341301 |
| 3.45 | 0.024706 |
| 3.5 | 0.02564104 |
| 3.55 | 0.02624329 |
| 3.6 | 0.0265387 |
| 3.65 | 0.02655366 |
| 3.7 | 0.02631471 |
| 3.75 | 0.02584829 |
| 3.8 | 0.02518049 |
| 3.85 | 0.02433681 |
| 3.9 | 0.02334201 |
| 3.95 | 0.02221994 |
| 4 | 0.02099337 |
At most 82 representative computed coordinates including endpoints; the plotted curve can use a finer grid. A table of a revealed generator is not independent measurement evidence.
| Quantity | Value | Unit |
|---|---|---|
| Damping branch | 0 | 0 under;1 critical;2 over |
| Displacement | -0.1531228 | m |
| Velocity | 0.09905976 | m/s |
| Mechanical energy | 0.05179958 | J |
| Instantaneous energy rate | -0.01962567 | W |
| Initial mechanical energy | 2 | J |
The characteristic discriminant changes the form of the solution, not the initial-condition obligations.
Solve r²+c r+4=0. Underdamping uses exp(−ct/2)[cos(wd t)+(c/(2wd))sin(wd t)] for x0=1,v0=0. At c4 repeated roots give(1+2t)exp(−2t). Above4 combine both real roots with coefficients fixed by the same initial data. Energy derivative is−c v²; a zero instantaneous rate at a turning point does not mean zero damping.
Predict before inspecting the values. Save contrasting records with assumptions and one alternative explanation. This virtual display does not certify practical measurement technique.
The characteristic discriminant changes the form of the solution, not the initial-condition obligations.
Solve r²+c r+4=0. Underdamping uses exp(−ct/2)[cos(wd t)+(c/(2wd))sin(wd t)] for x0=1,v0=0. At c4 repeated roots give(1+2t)exp(−2t). Above4 combine both real roots with coefficients fixed by the same initial data. Energy derivative is−c v²; a zero instantaneous rate at a turning point does not mean zero damping.
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Why does zero instantaneous dE/dt not prove that the damping coefficient is zero?
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