FM1 3.1 - Hooke's law for strings and springs

FM1 3.1 - Hooke's law for strings and springs

An elastic force depends on how far a string or spring has changed from its natural length. You will use Hooke's law to calculate that force, find unknown elastic parameters, and combine it with equilibrium or Newton's second law. You will distinguish a slack string from a compressed spring throughout.

Measure extension from the natural length

Cut a uniform elastic string into two equal halves. Does each half need more or less force to stretch it by the same amount? The material has not changed, but the natural length has. Hooke's law will show why that difference matters.

You already know

Forces are vectors. A string pulls along its length, and a particle in equilibrium has zero resultant force. Draw the forces on the particle, then resolve them in suitable directions; do not assume a tension equals the weight without checking the geometry.

A string with natural length 2 m2\,\mathrm{m}, stretched straight to 2.3 m2.3\,\mathrm{m}, has extension 0.3 m0.3\,\mathrm{m}. The extension is the extra length, not the whole distance between the ends.

[DIAGRAM: asset_name: Natural length and extension are different distances; asset_slug: 9fm0-fm140-length-and-extension; caption: Hooke's law uses the extra length x, with the natural length l kept in the denominator; description: A fixed endpoint A and a stretched endpoint B are separated by 2.3 metres. A marked reference point N is two metres from A. Separate dimension arrows show natural length l equals two metres from A to N, extension x equals 0.3 metres from N to B, and total stretched length L equals 2.3 metres from A to B. The tension on the right endpoint points left towards A.]
Hooke's law uses the extra length x, with the natural length l kept in the denominator

Natural length, extension and modulus

The natural length ll is the length of an unstretched elastic string or spring. When it is stretched straight to length L>lL>l, its extension is x=L−lx=L-l. Its modulus of elasticity λ\lambda is the positive constant in Hooke's law, measured in newtons. It is not a spring stiffness: stiffness has units N m−1\mathrm{N\,m^{-1}}.

An ideal light string has negligible mass. When taut, its tension acts along the string and is the same throughout it. It can pull, but cannot push. If its endpoints are closer than its natural length, it is slack and the model gives zero tension.

Hooke's law for an elastic string

For a taut ideal elastic string of natural length l>0l>0, modulus λ>0\lambda>0 and extension x>0x>0,

T=λxl,x=L−lT=\frac{\lambda x}{l},\qquad x=L-l

At natural length the tension is zero. If the endpoint separation is less than ll, the string is slack and T=0T=0, rather than a negative tension. Use consistent length units and assume the model obeys Hooke's law over the stated range.

Not in the formula booklet: learn it.

First calculate a tension from the stretched length.

Worked example 1: a taut string

Question. A light elastic string has natural length 2 m2\,\mathrm{m} and modulus 60 N60\,\mathrm{N}. Its endpoints are held 2.3 m2.3\,\mathrm{m} apart. Find its tension.

Plan. Subtract the natural length from the endpoint separation, then apply Hooke's law.

x=2.3−2=0.3 mextra length onlyT=60(0.3)2Hooke’s law=9 N\begin{aligned} x&=2.3-2=0.3\,\mathrm{m} && \text{extra length only} \\ T&=\frac{60(0.3)}2 && \text{Hooke's law} \\ &=9\,\mathrm{N} \end{aligned}

Why this step? The numerator contains the extension 0.30.3, while the denominator remains the natural length 22. They are different quantities.

Answer. The tension is 9 N9\,\mathrm{N}, pulling each endpoint towards the other.

Check. The extension is 0.3/2=0.150.3/2=0.15 of the natural length, so T=0.15(60)=9 NT=0.15(60)=9\,\mathrm{N}.

Change only the endpoint separation to 1.8 m1.8\,\mathrm{m}. The string's state changes, so check whether the formula's taut-string condition still holds.

Worked example 2: a string cannot push

Question. A light elastic string has natural length 2 m2\,\mathrm{m} and modulus 60 N60\,\mathrm{N}. Its endpoints are held 1.8 m1.8\,\mathrm{m} apart. Find its tension.

Plan. Compare endpoint separation with natural length before applying Hooke's law.

1.8<2the ends are closer than the natural lengthT=0the string is slack\begin{aligned} 1.8&<2 && \text{the ends are closer than the natural length} \\ T&=0 && \text{the string is slack} \end{aligned}

Why this step? The negative difference 1.8−21.8-2 does not describe a compressed string pushing its ends apart. The string simply loses tension and need not remain straight.

Answer. The tension is 0 N0\,\mathrm{N}.

Check. A string cannot exert the compressive force that a negative value of λ(L−l)/l\lambda(L-l)/l would suggest.

The endpoint distance must therefore be interpreted before the arithmetic begins.

Watch out

Wrong for Worked example 1: T=60(2.3)/2T=60(2.3)/2. The numerator needs 2.3−22.3-2, not the stretched length. Wrong for Worked example 2: a tension of −6 N-6\,\mathrm{N}. A slack string has zero tension, not negative tension.

Change the separation again, checking the state first.

Finding a natural length and modulus

Two measured tensions at two stretched lengths can determine both the natural length and the modulus. Keep the unknown natural length in each extension; the measurements are lengths, not extensions.

Stiffness and two stretched states

Writing

k=λlk=\frac{\lambda}{l}

gives T=k(L−l)T=k(L-l), with stiffness kk in N m−1\mathrm{N\,m^{-1}}. For two taut states of the same ideal string,

T2−T1=k(L2−L1)T_2-T_1=k(L_2-L_1)

After finding kk, use l=L1−T1/kl=L_1-T_1/k, then λ=kl\lambda=kl. These equations require the same unchanged string and a valid Hooke's-law model.

Not in the formula booklet: learn it.

Subtracting the two equations removes the natural length from the brackets. It does not remove it from the definition of stiffness.

Worked example 3: two tension measurements

Question. A light elastic string has tension 6 N6\,\mathrm{N} when its length is 2.1 m2.1\,\mathrm{m}, and tension 24 N24\,\mathrm{N} when its length is 2.4 m2.4\,\mathrm{m}. Find its natural length and modulus.

Plan. Subtract the two Hooke's-law equations to find stiffness, then recover natural length and modulus.

6=k(2.1−l),24=k(2.4−l)extensions contain the unknown l24−6=k(2.4−2.1)subtract the equationsk=18/0.3=60 N m−1l=2.1−6/60=2 mλ=kl=60(2)=120 N\begin{aligned} 6&=k(2.1-l),\qquad24=k(2.4-l) && \text{extensions contain the unknown }l \\ 24-6&=k(2.4-2.1) && \text{subtract the equations} \\ k&=18/0.3=60\,\mathrm{N\,m^{-1}} \\ l&=2.1-6/60=2\,\mathrm{m} \\ \lambda&=kl=60(2)=120\,\mathrm{N} \end{aligned}

Why this step? The change in length is also the change in extension, because both measurements use the same natural length.

Answer. The natural length is 2 m2\,\mathrm{m}, and the modulus is 120 N120\,\mathrm{N}.

Check. The extensions are 0.10.1 and 0.4 m0.4\,\mathrm{m}. Hooke's law gives 120(0.1)/2=6 N120(0.1)/2=6\,\mathrm{N} and 120(0.4)/2=24 N120(0.4)/2=24\,\mathrm{N}.

Change only the first measured tension to 12 N12\,\mathrm{N}. Both parameters must be recalculated; the second measurement alone cannot determine them.

Worked example 4: a changed first reading

Question. A light elastic string has tension 12 N12\,\mathrm{N} when its length is 2.1 m2.1\,\mathrm{m}, and tension 24 N24\,\mathrm{N} when its length is 2.4 m2.4\,\mathrm{m}. Find its natural length and modulus.

Plan. Find the new slope of tension against length and use it in either original equation.

12=k(2.1−l),24=k(2.4−l)24−12=k(0.3)k=40 N m−1l=2.1−12/40=1.8 mλ=40(1.8)=72 N\begin{aligned} 12&=k(2.1-l),\qquad24=k(2.4-l) \\ 24-12&=k(0.3) \\ k&=40\,\mathrm{N\,m^{-1}} \\ l&=2.1-12/40=1.8\,\mathrm{m} \\ \lambda&=40(1.8)=72\,\mathrm{N} \end{aligned}

Why this step? The smaller change in tension over the same length interval gives a smaller stiffness. A natural length must still be found before converting stiffness to modulus.

Answer. The natural length is 1.8 m1.8\,\mathrm{m}, and the modulus is 72 N72\,\mathrm{N}.

Check. The extensions are 0.30.3 and 0.6 m0.6\,\mathrm{m}; 72(0.3)/1.8=12 N72(0.3)/1.8=12\,\mathrm{N} and 72(0.6)/1.8=24 N72(0.6)/1.8=24\,\mathrm{N}. Both lengths exceed the natural length, as required.

You can also solve directly in ll and λ\lambda by dividing the original equations. The stiffness method makes the straight-line relationship easier to see.

Watch out

Wrong: the gradient ΔT/ΔL\Delta T/\Delta L is the modulus. Its units are N m−1\mathrm{N\,m^{-1}}, so it is stiffness k=λ/lk=\lambda/l. Multiply by the natural length to obtain the modulus in newtons.

Change only the first tension once more.

A spring can pull or push

An ideal elastic spring differs from a string at lengths below its natural length. The spring can remain straight and compressed, pushing its ends apart. Its force still acts to restore its natural length.

Compression and restoring force

A spring of natural length ll, compressed to length L<lL<l, has compression c=l−L>0c=l-L>0. Its restoring force pushes outwards; a stretched spring pulls inwards. “Restoring” describes the force's direction towards natural length, not necessarily the direction in which the attached particle is moving.

For a spring fixed at its left end, use right as positive for the force on its right end. Extension gives a leftward force; compression gives a rightward force.

Hooke's law for an ideal spring

With natural length l>0l>0, modulus λ>0\lambda>0 and stiffness k=λ/lk=\lambda/l,

∣F∣=λxlfor extension x>0,∣F∣=λclfor compression c>0|F|=\frac{\lambda x}{l}\quad\text{for extension }x>0, \qquad |F|=\frac{\lambda c}{l}\quad\text{for compression }c>0

If δ=L−l\delta=L-l is signed deformation, the force on the right end of a spring fixed at its left end is

F=−kδF=-k\delta

This assumes an ideal light spring obeying Hooke's law over the stated extensions and compressions.

Not in the formula booklet: learn it.

The following force graphs show the crucial difference on the compressed side. The sign refers to the force on the right endpoint, with right positive.

[DIAGRAM: asset_name: A slack string and a compressed spring have different forces; asset_slug: 9fm0-fm140-string-spring-forces; caption: A string stops pulling when slack, while a compressed spring pushes; description: Two signed force-deformation graphs use stiffness forty newtons per metre and right positive. For a string, force on the right endpoint is zero for negative deformation and minus forty times deformation for positive deformation. For a spring, force is minus forty times deformation on both sides of zero. Points at deformation plus 0.2 metres have force minus eight newtons in both panels, while deformation minus 0.2 gives zero for the string and plus eight newtons for the spring.]
A string stops pulling when slack, while a compressed spring pushes

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