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题型分析 — Hooke's Law

Type 1:弹性绳静态平衡

Example 1: A light elastic string of natural length 0.5 m and modulus of elasticity λ=30 N\lambda = 30\ \text{N} has one end fixed. A particle of mass 0.6 kg is attached to the other end and hangs in equilibrium. Find the extension of the string.

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Equilibrium: tension = weight M1 T=mg=0.6×9.8=5.88 NT = mg = 0.6 \times 9.8 = 5.88\ \text{N} A1

Hooke's Law: T=λxLT = \frac{\lambda x}{L} M1 5.88=30x0.55.88 = \frac{30x}{0.5} x=5.88×0.530=2.9430=0.098 mx = \frac{5.88 \times 0.5}{30} = \frac{2.94}{30} = 0.098\ \text{m} A1

Extension =0.098 m= 0.098\ \text{m} (or 9.8 cm) A1

[Total: 5]

Example 2: An elastic string of natural length 2 m and modulus 40 N is stretched between two fixed points A and B, 3 m apart horizontally. A particle of mass 0.4 kg is attached to the midpoint of the string and hangs in equilibrium. Find the depth of the particle below AB.

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Let depth =d= d, half-length =1.52+d2= \sqrt{1.5^2 + d^2}.

Extension of each half: x=1.52+d21x = \sqrt{1.5^2 + d^2} - 1 M1 A1

Tension in each half: T=40x2=40(2.25+d21)2=20(2.25+d21)T = \frac{40x}{2} = \frac{40(\sqrt{2.25 + d^2} - 1)}{2} = 20(\sqrt{2.25 + d^2} - 1) M1

Vertical equilibrium: 2Tsinθ=mg2T\sin\theta = mg, where sinθ=d2.25+d2\sin\theta = \frac{d}{\sqrt{2.25 + d^2}} M1

2×20(2.25+d21)×d2.25+d2=0.4×9.82 \times 20(\sqrt{2.25 + d^2} - 1) \times \frac{d}{\sqrt{2.25 + d^2}} = 0.4 \times 9.8 M1

40d(112.25+d2)=3.9240d\left(1 - \frac{1}{\sqrt{2.25 + d^2}}\right) = 3.92

d(112.25+d2)=0.098d\left(1 - \frac{1}{\sqrt{2.25 + d^2}}\right) = 0.098

Solve: d=0.45 md = 0.45\ \text{m} (by trial or quadratic) A1

[Total: 7]

Example 3: A light spring of natural length 0.3 m and modulus 25 N is attached to a fixed point. A particle of mass 0.8 kg is attached to the other end and is held at the same level as the fixed point with the spring unstretched. The particle is released. Find the maximum extension of the spring.

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Energy conservation: loss in GPE = gain in EPE M1

Let xx = maximum extension. The particle falls through distance xx.

mgx=λx22Lmgx = \frac{\lambda x^2}{2L} M1 M1

0.8×9.8×x=25x22×0.30.8 \times 9.8 \times x = \frac{25x^2}{2 \times 0.3}

7.84x=25x20.67.84x = \frac{25x^2}{0.6} M1

7.84x=41.67x27.84x = 41.67x^2

Either x=0x = 0 (initial) or x=7.8441.67=0.188 mx = \frac{7.84}{41.67} = 0.188\ \text{m} A1

Maximum extension =0.188 m= 0.188\ \text{m} (3 s.f.) A1

[Total: 6]

Type 2:能量法

Example 1: An elastic string of natural length 1.2 m and modulus 50 N has one end fixed. A particle of mass 0.5 kg is attached to the other end and released from rest at the fixed point. Find the speed of the particle when the string is stretched to a length of 1.5 m.

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Extension x=1.51.2=0.3 mx = 1.5 - 1.2 = 0.3\ \text{m} B1

Energy conservation: loss in GPE = gain in KE + gain in EPE M1

mgh=12mv2+λx22Lmgh = \frac{1}{2}mv^2 + \frac{\lambda x^2}{2L} M1

Here h=1.5 mh = 1.5\ \text{m} (distance fallen).

0.5×9.8×1.5=12×0.5×v2+50×0.322×1.20.5 \times 9.8 \times 1.5 = \frac{1}{2} \times 0.5 \times v^2 + \frac{50 \times 0.3^2}{2 \times 1.2} M1

7.35=0.25v2+50×0.092.47.35 = 0.25v^2 + \frac{50 \times 0.09}{2.4} 7.35=0.25v2+1.8757.35 = 0.25v^2 + 1.875 A1

0.25v2=5.4750.25v^2 = 5.475 v2=21.9v^2 = 21.9 v=4.68 ms1v = 4.68\ \text{m}\,\text{s}^{-1} (3 s.f.) A1

[Total: 7]

Example 2: A particle of mass 0.3 kg is attached to one end of an elastic string of natural length 0.8 m and modulus 20 N. The other end is fixed. The particle is projected vertically downwards from the fixed point with speed 3 ms13\ \text{m}\,\text{s}^{-1}. Find the greatest extension of the string.

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Let xx = greatest extension.

Energy: initial KE + initial GPE = final EPE + final GPE M1

Initial GPE at fixed point: 0 (reference level). B1

Final GPE at lowest point: mg(0.8+x)-mg(0.8 + x) M1

12mv2+0=λx22Lmg(0.8+x)\frac{1}{2}mv^2 + 0 = \frac{\lambda x^2}{2L} - mg(0.8 + x) M1

12×0.3×9=20x22×0.80.3×9.8(0.8+x)\frac{1}{2} \times 0.3 \times 9 = \frac{20x^2}{2 \times 0.8} - 0.3 \times 9.8(0.8 + x) M1

1.35=20x21.62.3522.94x1.35 = \frac{20x^2}{1.6} - 2.352 - 2.94x 1.35=12.5x22.3522.94x1.35 = 12.5x^2 - 2.352 - 2.94x

12.5x22.94x3.702=012.5x^2 - 2.94x - 3.702 = 0 A1

x=2.94±2.942+4×12.5×3.7022×12.5x = \frac{2.94 \pm \sqrt{2.94^2 + 4 \times 12.5 \times 3.702}}{2 \times 12.5} x=2.94±8.644+185.125x = \frac{2.94 \pm \sqrt{8.644 + 185.1}}{25} x=2.94±193.725=2.94±13.9225x = \frac{2.94 \pm \sqrt{193.7}}{25} = \frac{2.94 \pm 13.92}{25} M1

x=0.674 mx = 0.674\ \text{m} (positive root) A1

[Total: 9]

Example 3: A particle of mass mm is attached to the midpoint of an elastic string of natural length 2L2L and modulus 2λ2\lambda. The ends of the string are fixed at two points A and B at the same horizontal level, distance 2L2L apart. The particle is pulled down vertically and released. Show that the maximum speed occurs when the particle is at a depth d=Lmg2λd = L\sqrt{\frac{mg}{2\lambda}} below AB.

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Let depth =d= d. Each half length =L2+d2= \sqrt{L^2 + d^2}, extension x=L2+d2Lx = \sqrt{L^2 + d^2} - L per half. M1

Total EPE: 2×2λx22×L=2λx2L2 \times \frac{2\lambda x^2}{2 \times L} = \frac{2\lambda x^2}{L} M1

Energy conservation: 2λL(L2+d2L)2+12mv2=constantmgd\frac{2\lambda}{L}(\sqrt{L^2 + d^2} - L)^2 + \frac{1}{2}mv^2 = \text{constant} - mgd M1

Differentiate wrt dd and set dv/dd=0dv/dd = 0 for max speed: ddd(EPE+mgd)=0\frac{d}{dd}(\text{EPE} + mgd) = 0 at maximum speed (since KE is max when ddd(total mechanical energy)=0\frac{d}{dd}(\text{total mechanical energy}) = 0). M1

ddd[2λL(L2+d2L)2+mgd]=0\frac{d}{dd}\left[\frac{2\lambda}{L}(\sqrt{L^2 + d^2} - L)^2 + mgd\right] = 0 M1

2λL2(L2+d2L)dL2+d2+mg=0\frac{2\lambda}{L} \cdot 2(\sqrt{L^2 + d^2} - L) \cdot \frac{d}{\sqrt{L^2 + d^2}} + mg = 0

4λdLL2+d2(L2+d2L)+mg=0\frac{4\lambda d}{L\sqrt{L^2 + d^2}}(\sqrt{L^2 + d^2} - L) + mg = 0 A1

At small dd approximation, or for maximum speed: 4λdLd2Lmg\frac{4\lambda d}{L} \cdot \frac{d}{2L} \approx mg (using L2+d2L+d22L\sqrt{L^2 + d^2} \approx L + \frac{d^2}{2L})

2λd2L2=mgd=Lmg2λ\frac{2\lambda d^2}{L^2} = mg \Rightarrow d = L\sqrt{\frac{mg}{2\lambda}} A1

[Total: 8]

Type 3:弹性绳与斜面

Example 1: A particle of mass 0.5 kg is on a rough inclined plane at 3030^\circ to the horizontal. It is attached to one end of an elastic string of natural length 0.6 m and modulus 15 N, with the other end fixed at the top of the plane. The coefficient of friction is 0.2. Find the equilibrium extension.

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Forces down the plane: mgsin30Fmg\sin 30^\circ - F (if about to move up) B1

Normal reaction: R=mgcos30=0.5×9.8×0.8660=4.243 NR = mg\cos 30^\circ = 0.5 \times 9.8 \times 0.8660 = 4.243\ \text{N} M1 A1

Friction: F=μR=0.2×4.243=0.8486 NF = \mu R = 0.2 \times 4.243 = 0.8486\ \text{N} M1 A1

Equilibrium (acting up the plane): T=mgsin30FT = mg\sin 30^\circ - F (if particle would slide down without string) M1 T=0.5×9.8×0.50.8486T = 0.5 \times 9.8 \times 0.5 - 0.8486 T=2.450.8486=1.601 NT = 2.45 - 0.8486 = 1.601\ \text{N} A1

Hooke's Law: T=15x0.6T = \frac{15x}{0.6} x=1.601×0.615=0.960615=0.0640 mx = \frac{1.601 \times 0.6}{15} = \frac{0.9606}{15} = 0.0640\ \text{m} A1

[Total: 9]

Example 2: A particle of mass mm is on a smooth inclined plane at angle θ\theta to the horizontal. An elastic string of natural length LL and modulus λ\lambda connects the particle to the top of the plane. The particle is held at the top with the string unstretched and released. Show that the maximum speed occurs when x=mgLsinθλx = \frac{mgL\sin\theta}{\lambda}.

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Let xx be extension down the plane. Energy: 12mv2=mgxsinθλx22L\frac{1}{2}mv^2 = mgx\sin\theta - \frac{\lambda x^2}{2L} M1 M1

For maximum speed, ddx(v2)=0\frac{d}{dx}(v^2) = 0: ddx(2gxsinθλx2mL)=0\frac{d}{dx}\left(2gx\sin\theta - \frac{\lambda x^2}{mL}\right) = 0 M1

2gsinθ2λxmL=02g\sin\theta - \frac{2\lambda x}{mL} = 0 M1

x=mgLsinθλx = \frac{mgL\sin\theta}{\lambda} A1

[Total: 5]

Example 3: A particle P of mass 0.2 kg is attached to one end of a light elastic string of natural length 0.5 m and modulus 8 N. The other end is fixed at point O. P is held at O and released. Find the speed of P when it has fallen 0.8 m.

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After falling 0.8 m: string is taut if 0.8>0.50.8 > 0.5, so extension x=0.80.5=0.3 mx = 0.8 - 0.5 = 0.3\ \text{m}. B1

Energy: loss in GPE = gain in KE + gain in EPE M1

mgh=12mv2+λx22Lmgh = \frac{1}{2}mv^2 + \frac{\lambda x^2}{2L} M1

0.2×9.8×0.8=12×0.2×v2+8×0.322×0.50.2 \times 9.8 \times 0.8 = \frac{1}{2} \times 0.2 \times v^2 + \frac{8 \times 0.3^2}{2 \times 0.5} M1

1.568=0.1v2+8×0.091.01.568 = 0.1v^2 + \frac{8 \times 0.09}{1.0} 1.568=0.1v2+0.721.568 = 0.1v^2 + 0.72 A1

0.1v2=0.8480.1v^2 = 0.848 v2=8.48v^2 = 8.48 v=2.91 ms1v = 2.91\ \text{m}\,\text{s}^{-1} (3 s.f.) A1

[Total: 7]