題目 1 · Structured Theory & Multi-step Calculation
13 分A steel guitar-tuning wire of unstretched length \( 2.800\ \text{m} \) and diameter \( 0.42\ \text{mm} \) is clamped at its upper end and hangs vertically. A force of \( 40.0\ \text{N} \) is applied to the lower end and the wire extends by \( 4.04\ \text{mm} \), well within its elastic limit.
(a) Define stress and strain. [2]
(b) Calculate the cross-sectional area of the wire. [2]
(c) Calculate the stress in the wire. [2]
(d) Calculate the strain in the wire. [2]
(e) Hence calculate the Young modulus of the steel. [2]
(f) Calculate the strain energy stored in the wire when extended by \( 4.04\ \text{mm} \). [2]
(g) State one assumption made in part (f) about the relationship between force and extension. [1]
(a) Define stress and strain. [2]
(b) Calculate the cross-sectional area of the wire. [2]
(c) Calculate the stress in the wire. [2]
(d) Calculate the strain in the wire. [2]
(e) Hence calculate the Young modulus of the steel. [2]
(f) Calculate the strain energy stored in the wire when extended by \( 4.04\ \text{mm} \). [2]
(g) State one assumption made in part (f) about the relationship between force and extension. [1]
查看答案詳解收起答案詳解
解題
(a) Stress is the force applied per unit cross-sectional area, \( \sigma = \frac{F}{A} \), unit Pa. Strain is the extension per unit original length, \( \varepsilon = \frac{x}{L} \), no unit.
(b) \( A = \pi \left(\frac{d}{2}\right)^2 = \pi \left(\frac{0.42\times10^{-3}}{2}\right)^2 = 1.39\times10^{-7}\ \text{m}^2 \)
(c) \( \sigma = \frac{F}{A} = \frac{40.0}{1.39\times10^{-7}} = 2.89\times10^{8}\ \text{Pa} \)
(d) \( \varepsilon = \frac{x}{L} = \frac{4.04\times10^{-3}}{2.800} = 1.44\times10^{-3} \)
(e) \( E = \frac{\sigma}{\varepsilon} = \frac{2.89\times10^{8}}{1.44\times10^{-3}} = 2.00\times10^{11}\ \text{Pa} \)
(f) \( E_{strain} = \frac{1}{2}Fx = \frac{1}{2}(40.0)(4.04\times10^{-3}) = 8.08\times10^{-2}\ \text{J} \)
(g) The wire obeys Hooke's law up to this extension, i.e. the force is directly proportional to extension (the elastic limit has not been exceeded), so the load-extension graph is a straight line through the origin.
Final answer: \( E = 2.00\times10^{11}\ \text{Pa} \) (200 GPa).
(b) \( A = \pi \left(\frac{d}{2}\right)^2 = \pi \left(\frac{0.42\times10^{-3}}{2}\right)^2 = 1.39\times10^{-7}\ \text{m}^2 \)
(c) \( \sigma = \frac{F}{A} = \frac{40.0}{1.39\times10^{-7}} = 2.89\times10^{8}\ \text{Pa} \)
(d) \( \varepsilon = \frac{x}{L} = \frac{4.04\times10^{-3}}{2.800} = 1.44\times10^{-3} \)
(e) \( E = \frac{\sigma}{\varepsilon} = \frac{2.89\times10^{8}}{1.44\times10^{-3}} = 2.00\times10^{11}\ \text{Pa} \)
(f) \( E_{strain} = \frac{1}{2}Fx = \frac{1}{2}(40.0)(4.04\times10^{-3}) = 8.08\times10^{-2}\ \text{J} \)
(g) The wire obeys Hooke's law up to this extension, i.e. the force is directly proportional to extension (the elastic limit has not been exceeded), so the load-extension graph is a straight line through the origin.
Final answer: \( E = 2.00\times10^{11}\ \text{Pa} \) (200 GPa).
評分準則
(a) [1] stress = force per unit (cross-sectional) area; [1] strain = extension per unit original length. (b) [1] correct substitution into \( A=\pi(d/2)^2 \); [1] \( A = 1.39\times10^{-7}\ \text{m}^2 \) (accept 1.38–1.40 x10^-7). (c) [1] correct substitution \( \sigma=F/A \); [1] \( \sigma = 2.89\times10^{8}\ \text{Pa} \) (ECF from (b)). (d) [1] correct substitution \( \varepsilon=x/L \); [1] \( \varepsilon = 1.44\times10^{-3} \). (e) [1] \( E=\sigma/\varepsilon \); [1] \( E = 2.00\times10^{11}\ \text{Pa} \), accept 1.95–2.05 x10^11 (ECF from (c) and (d)); reject answer with no unit or wrong power of ten. (f) [1] correct substitution into \( \frac12 Fx \); [1] \( 8.08\times10^{-2}\ \text{J} \) (accept 80–81 mJ). (g) [1] states Hooke's law / proportionality holds (linear load–extension) up to this point; reject vague 'elastic' with no reference to proportionality.