3.4 Hooke's law
- Syllabus
- 9231–2028–2029
- Topic
- 3.4
- Level
- A2
For natural length $l$, current length $L$ and extension $x=L-l$, a Hookean elastic element has force magnitudeF=\frac{\lambda x}{l}=kx,where $\lambda$ is the modulus of elasticity in newtons and $k=\lambda/l$ is stiffness in N m$^{-1}$. The model applies within the stated elastic range.
| element | extension x>0 | natural length x=0 | compression x<0 |
|---|---|---|---|
| light elastic string | tension λx/l | zero tension | slack; zero tension |
| spring | restoring tension λx/l | zero elastic force | restoring compression of magnitude λ∣x∣/l |
An elastic string has $l=0.80\text{ m}$ and $\lambda=100\text{ N}$. At length $0.92\text{ m}$,x=0.92-0.80=0.12\text{ m},\qquad T=\frac{100(0.12)}{0.80}=15\text{ N}.
Modulus is a force, not the force per unit extension. Always find x from the current geometry first. A negative calculated string tension means that the assumed taut-string model is invalid and the string is slack.
For a Hookean string or spring of natural length $l$, modulus $\lambda$ and extension or compression magnitude $x$, the stored elastic potential energy isE_{\text{elastic}}=\frac{\lambda x^2}{2l}=\frac12Fx.Proofofthisformulaisnotrequired.
Between extensions $x_1$ and $x_2$, use the endpoint difference\Delta E_{\text{elastic}}=\frac{\lambda}{2l}(x_2^2-x_1^2).Forseveralactiveelasticelements,calculateandaddoneenergytermforeachelementineachstate.
For $l=0.80\text{ m}$, $\lambda=100\text{ N}$ and $x=0.12\text{ m}$,E_{\text{elastic}}=\frac{100(0.12)^2}{2(0.80)}=0.90\text{ J}.At natural length, $x=0$ and the stored elastic energy is zero.
Do not use Fx for a Hookean loading from zero force: the correct energy is one-half Fx. In a state change, square each endpoint's extension from natural length; do not merely square the distance moved.
| stage | decision | equation family |
|---|---|---|
| geometry | find every current length and extension | x=L−l |
| constraint | string taut or slack; spring stretched or compressed | select active elastic forces/energies |
| instantaneous forces | equilibrium, acceleration or maximum speed | resolve forces and use F=ma; at an interior maximum speed, tangential acceleration is zero |
| motion between states | speed or turning position | work-energy, including KE, GPE, elastic energy and non-conservative work |
A particle of mass m is released from rest with a spring at natural length on a smooth plane inclined at angle alpha. The spring lies up the line of greatest slope, has natural length l and modulus lambda, and remains within its Hookean range. Let x be the greatest extension.
Atthefirstturningpointthespeedisagainzero,buttheparticleneednotbeinequilibrium.Lossofgravitationalpotentialenergyequalsgaininelasticenergy:mgx\sin\alpha=\frac{\lambda x^2}{2l}.Besides the initial root $x=0$, the turning extension isx=\frac{2mgl\sin\alpha}{\lambda}.The speed is greatest earlier, where tangential acceleration is zero and $\lambda x/l=mg\sin\alpha$.
Instantaneous rest does not imply equilibrium, so a turning point is usually found by energy rather than force balance. For two strings or springs, include both extensions. For an elastic conical pendulum, use the stretched radius in radial dynamics and resolve tension vertically as well.