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CIE 9231 2025 June Paper 32 Q5

A Level / CIE / FM

CIE 9231 2025 June Paper 32 Paper · Question 5

题目

Problem

One end of a light elastic string of natural length 0.5 m0.5\text{ m} and modulus of elasticity 14 N14\text{ N} is attached to a fixed point AA on a smooth plane. The plane makes an angle α\alpha to the horizontal, where tan⁡α=724\tan\alpha=\frac7{24}. A particle PP of mass 2 kg2\text{ kg} is attached to the other end of the string. The string lies along a line of greatest slope of the plane. The particle PP is initially held on the plane above the level of AA, where AP=0.8 mAP=0.8\text{ m}. The particle PP is then released from rest.

Find the maximum velocity of PP during the subsequent motion.

(6)
题目中文翻译

一根轻弹性绳的原长为 0.5 m0.5\text{ m},弹性模量为 14 N14\text{ N},其一端连接在光滑斜面上的固定点 AA。斜面与水平面成 α\alpha 角,其中 tan⁡α=724\tan\alpha=\frac7{24}。质量为 2 kg2\text{ kg} 的质点 PP 连接在绳的另一端。绳沿斜面的最大坡度线放置。最初将质点 PP 保持在斜面上高于 AA 的位置,其中 AP=0.8 mAP=0.8\text{ m},随后将 PP 从静止释放。

求 PP 在随后的运动过程中的最大速度。

(6)
原卷通用作答要求

Answer all questions. You should use a calculator where appropriate.

You must show all necessary working clearly; no marks will be given for unsupported answers from a calculator.

Give non-exact numerical answers correct to 3 significant figures, or 1 decimal place for angles in degrees, unless a different level of accuracy is specified in the question.

请回答所有题目。适当时应使用计算器。必须清楚展示所有必要的计算过程;仅给出计算器答案而没有过程,不予评分。除非题目另有精度要求,非精确数值答案保留 3 位有效数字,以度为单位的角度保留 1 位小数。

Where a numerical value for the acceleration due to gravity (gg) is needed, use 10 m s−210\,\mathrm{m\,s^{-2}}.

需要使用重力加速度 gg 的数值时,取 10 m s−210\,\mathrm{m\,s^{-2}}。

解答

解法一

思路

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质点越过 AA 后,绳拉紧时张力开始阻碍它向下运动。速率在张力恰好平衡重力沿斜面的分量时达到最大,找到此处再用能量守恒。

答题过程

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The downslope component of the weight is 2gsin⁡α=2(10)(7/25)=5.6 N2g\sin\alpha=2(10)(7/25)=5.6\,\mathrm{N}. The particle initially accelerates downslope, first with the string pulling downslope and then with it slack. After passing AA and reaching 0.5 m0.5\,\mathrm{m} below it, the string starts to pull upslope. At extension ee its tension is 14e/0.5=28e14e/0.5=28e. The acceleration changes from downslope to upslope at 28e=5.628e=5.6, so e=0.2 me=0.2\,\mathrm{m} and the particle is 0.7 m0.7\,\mathrm{m} below AA. This is the minimum of the potential energy along the line, so the speed there is maximal.

The initial extension is 0.8−0.5=0.3 m0.8-0.5=0.3\,\mathrm{m}, and the downslope displacement to the maximum is 0.8+0.7=1.5 m0.8+0.7=1.5\,\mathrm{m}. Conservation of energy gives

12(2)v2= 5.6(1.5)+142(0.5)(0.32−0.22)= 8.4+1.26−0.56= 9.1.\begin{align*} \frac12(2)v^2=&\,5.6(1.5)+\frac{14}{2(0.5)}\bigl(0.3^2-0.2^2\bigr)\\[4mm] =&\,8.4+1.26-0.56\\[4mm] =&\,9.1. \end{align*}

The maximum velocity is 3.02 m s−13.02\,\mathrm{m\,s^{-1}} down the plane.