M3.3 - Further dynamics
- Syllabus
- 2019
- Topic
- M3.3
- Level
- A2
For motion along one signed axis, first write the resultant force with its direction, then choose the acceleration form that matches the variable in the force law. A varying force produces a differential equation rather than a constant-acceleration problem.
Fresultant=ma,a=dtdv=vdxdv
| Force information | Useful equation | Typical result |
|---|---|---|
| F=f(t) | mdv/dt=f(t) | integrate for v(t), then for x(t) if needed |
| F=f(x) | mvdv/dx=f(x) | integrate for v2 as a function of x |
| work is simpler | ∫x0xF(s)ds=21m(v2−v02) | compare two positions directly |
| inverse-square attraction | choose outward positive, so F=−k/x2 | preserve the negative force sign before integrating |
Define the coordinate origin and positive direction before inserting a force. Include every force component in the resultant. Separate variables or integrate with limits, use the supplied motion condition to determine the constant, and accept only positions for which v2≥0 and the force model is defined.
A 2 kg particle moves in the positive x-direction under resultant force F=12−2x N. At x=0, its speed is 1ms−1. Since2vdxdv=12−2x,integration between the initial position and x givesv2=1+12x−x2.At x=3 m, v=28=27ms−1. A turning point requires v=0; the positive solution is x=6+37 m.
For an attractive inverse-square force with outward coordinate x>0, F=−k/x2. Thenmvdxdv=−x2kintegrates to 21mv2=k/x+C. The plus sign on k/x after integration is consistent with differentiating k/x to recover −k/x2.
Do not use constant-acceleration formulae, omit a force from the resultant, drop the factor v in a=vdv/dx, or remove the sign from an attractive inverse-square force. A negative value of v2 signals an inaccessible region, not an imaginary physical speed.
Motion is simple harmonic when acceleration is proportional to displacement from a fixed equilibrium point and always directed back towards that point. With signed displacement x from equilibrium, the defining equation is
x¨=−ω2x
To prove SHM in a mechanical system, write a signed equation of motion and simplify it in terms of displacement from equilibrium. Constant force terms must cancel at equilibrium. Reaching x¨=−cx with c>0 proves SHM and identifies ω=c; merely obtaining a periodic-looking expression is not the required force-law proof.
| Quantity | SHM relation |
|---|---|
| displacement | x=Acos(ωt+ϕ), equivalently a sine form |
| speed at displacement x | v2=ω2(A2−x2) |
| period | T=2π/ω |
| maximum speed, at equilibrium | vmax=ωA |
| maximum acceleration, at an endpoint | ∣a∣max=ω2A |
Choose the phase from the initial state. Release from rest at x=A allows x=Acosωt; starting at equilibrium in the positive direction allows x=Asinωt. For time spent in a region, solve the boundary displacement within one cycle and use the symmetry of the cosine or sine curve without double-counting endpoints.
If x=0.12cos(5t) metres, then A=0.12 m, ω=5rads−1 and T=2π/5 s. The maximum speed is 0.60ms−1. Starting at the positive endpoint, the first time the particle reaches x=0.06 m satisfies cos(5t)=1/2, so t=π/15 s.
Displacement must be measured from equilibrium, not an arbitrary origin. The minus sign is essential: x¨=+ω2x drives motion away from equilibrium and is not SHM. Amplitude is a non-negative distance, whereas x, v and acceleration are signed.
A particle attached to an ideal spring or taut elastic string can perform SHM along the element's direction. Measure displacement from the equilibrium position: doing so makes the constant weight term cancel and exposes the restoring force.
mx¨=−kx,ω=mk,k=lλ
For a vertical element, let its equilibrium extension be e. Equilibrium gives ke=mg. If downward displacement from equilibrium is x, the extension is e+x andmx¨=mg−k(e+x)=−kx.Gravity shifts the equilibrium position but does not appear in ω after this cancellation.
| Arrangement | Condition for the SHM model to remain valid |
|---|---|
| spring | deformation stays within the stated Hooke-law model |
| one elastic string | its extension never becomes negative; for equilibrium extension e and amplitude A, require e−A≥0 |
| particle between two elastic strings | calculate both extensions at each extreme and require both strings to remain taut |
| string reaches natural length | tension becomes zero; subsequent motion is not governed by the same SHM equation |
A 0.5 kg particle oscillates vertically on an elastic element with stiffness 18Nm−1. Then ω=18/0.5=6rads−1 and T=π/3 s. If its amplitude is 0.08 m, its speed at displacement 0.04 m isv=60.082−0.042=0.416ms−1.If the element is a string, this calculation applies for the whole oscillation only after checking that the minimum extension remains non-negative.
Do not measure elastic extension and SHM displacement from the same origin without defining both, leave the equilibrium weight term in the final restoring equation, or claim one continuous SHM cycle after a string goes slack. The specified oscillation is along the string or spring, not transverse to it.