3.4 Hooke's law

Syllabus
9231–2028–2029
Topic
3.4
Level
A2

Learning objectives

Hooke's law uses extension from the natural length

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>0x>0 natural length x=0x=0 compression x<0x<0
light elastic string tension λx/l\lambda x/l zero tension slack; zero tension
spring restoring tension λx/l\lambda x/l zero elastic force restoring compression of magnitude λx/l\lambda|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.

Elastic potential energy is quadratic in extension

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.Proof of this formula is not required.

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 several active elastic elements, calculate and add one energy term for each element in each state.

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.

Elastic mechanics begins with geometry and the active constraint

stage decision equation family
geometry find every current length and extension x=Llx=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=maF=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:At the first turning point the speed is again zero, but the particle need not be in equilibrium. Loss of gravitational potential energy equals gain in elastic energy: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.