Second order equations as a pair of first order ones, and what damping does to the picture.
Here is a mass on a spring: x″ + ax′ + 4x = 0. Move the damping and watch both pictures change together. The top shows x against time; the bottom is the phase portrait from 5.17.
Zero damping never settles. A little damping wobbles in. A lot of damping slides home without crossing once.
Let y = dxdt. Then dydt is x″, and the second order equation becomes two first order ones.
That is a coupled system with matrix [[0, 1], [−b, −a]], so everything from 5.17 applies, and Euler from 5.16 works on it unchanged.
Write x″ + 3x′ + 2x = 0 as a coupled system and classify it.
A stable node. The mass returns to rest without oscillating at all, which is what "overdamped" means. Set the slider above to a = 3 and look.
| a | Eigenvalues | Phase portrait | The mass |
|---|---|---|---|
| 0 | ±2i | centre | oscillates forever |
| small | complex, negative real part | stable spiral | wobbles, fading out |
| large | real, both negative | stable node | slides home, no wobble |
The changeover happens when a² = 4b, which is when the square root turns real. With b = 4 that is a = 4. Below it the system turns, above it the system does not, and the phase portrait says so at a glance.
In an examination the second order equation will be given to you. You are not expected to derive it from a physical situation, only to convert it, solve it numerically or classify it.
1. Written as a coupled system, x″ + 5x′ + 6x = 0 has matrix [[0, 1], [p, q]]. What is p?
2. x″ + 2x′ + 5x = 0 gives eigenvalues −1 ± 2i. The motion is:
3. With no damping at all, x″ + 4x = 0, the phase portrait is:
Writing the substitution down, y = dx/dt, and then both equations, is the method mark. Jumping straight to a matrix skips it.
Watch the signs when rearranging. x″ = −bx − ay, so the bottom row is minus b and minus a, not b and a.
Classify and then say what it means physically. "Stable node, so the mass returns to rest without oscillating" is the complete answer.
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