The Wave Equation — Question 1

Section 16-7 · Physics pages 2512–2513

Question 1 The wave equation follows from a difference of transverse tensions A uniform string has tension F, density µ and small transverse slope yx. Consider a short horizontal interval dx, with no external transverse load. F F dx yx(x) yx(x + dx) The transverse resultant comes from the difference of the endpoint tension components. (a) Derive the linear equation of motion and identify its wave speed. (b) Explain why the net force depends on curvature rather than the slope itself.
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Question 1 - Solution The wave equation follows from a difference of transverse tensions F F dx yx(x) yx(x + dx) Method and mathematical working Apply Newton's law to a short element, keeping only first-order slopes. Divide by its length and take the limit to obtain a differential equation. F[yx(x + dx) −yx(x)] = µ dx ytt, Fyxx = µytt, v2 = F/µ. [F/µ] = kg m/s2 kg/m = m2/s2, yxx = 0 ⇒ytt = 0. (a) Calculation and conclusion The right tension contributes approximately Fyx(x + dx) upward and the left contributes −Fyx(x). Their sum is Fyxxdx. Newton's law gives µdx ytt = Fyxxdx, or ytt = v2yxx with v = √ F/µ. (b) Interpretation and limits A constant slope gives equal transverse tension components at the two ends, so they cancel. Only their spatial change produces a net force. The derivation assumes small slopes, constant tension and density, and negligible bending rigidity. Physical check A straight segment with uniform slope has equal transverse endpoint components and no net transverse force. Curvature, rather than displacement or slope alone, causes acceleration.

Question 1

The wave equation follows from a difference of transverse tensions

A uniform string has tension FF, density μ\mu and small transverse slope yxy_x. Consider a short horizontal interval dxdx, with no external transverse load.

Diagram shown in the original SVG worksheet.

  1. Derive the linear equation of motion and identify its wave speed.

  2. Explain why the net force depends on curvature rather than the slope itself.

Question 1 - Solution

The wave equation follows from a difference of transverse tensions

Diagram shown in the original SVG worksheet.

Method and mathematical working

Apply Newton's law to a short element, keeping only first-order slopes. Divide by its length and take the limit to obtain a differential equation.F[yx(x+dx)−yx(x)]=μdxytt,Fyxx=μytt,v2=F/μ.[F/μ]=kgm/s2kg/m=m2/s2,yxx=0⇒ytt=0.\begin{aligned}F[y_x(x+dx)-y_x(x)]&=\mu\,dx\,y_{tt},\\F y_{xx}&=\mu y_{tt},\qquad v^2=F/\mu.\\[4pt][F/\mu]&=\frac{\mathrm{kg\,m/s^2}}{\mathrm{kg/m}}=\mathrm{m^2/s^2},\qquad y_{xx}=0\Rightarrow y_{tt}=0.\end{aligned}

(a) Calculation and conclusion

The right tension contributes approximately Fyx(x+dx)F y_x(x+dx) upward and the left contributes −Fyx(x)-F y_x(x). Their sum is FyxxdxF y_{xx}dx. Newton's law gives μdxytt=Fyxxdx\mu dx\,y_{tt}=F y_{xx}dx, or ytt=v2yxxy_{tt}=v^2y_{xx} with v=F/μv=\sqrt{F/\mu}.

(b) Interpretation and limits

A constant slope gives equal transverse tension components at the two ends, so they cancel. Only their spatial change produces a net force. The derivation assumes small slopes, constant tension and density, and negligible bending rigidity.

Physical check

A straight segment with uniform slope has equal transverse endpoint components and no net transverse force. Curvature, rather than displacement or slope alone, causes acceleration.