Reading a Potential Energy Curve — Question 4

Section 8-5 · Physics pages 1098–1099

Question 4 Horizontal tangents with different stability Assume one-dimensional classical motion with K = E −U(x) and Fx = −dU/dx, with no dissipation. Compare UA(x) = x4 J with UB(x) = x3 J near x=0, with x in meters. x UA x UB Both curves have horizontal tangents at the origin, but their local shapes differ. (a) Find the force at x=0 for both potentials. (b) Determine the force directions just to either side of zero. (c) Classify the equilibrium at zero for each potential and explain why the second derivative alone is inconclusive.
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Question 4 - Solution Horizontal tangents with different stability x UA x UB (a) Differentiate once. Differentiate the potentials: FA = −4x3, FB = −3x2 ⇒FA(0) = FB(0) = 0 . (b) Check the signs on both sides. For A, the force restores from both sides: x < 0 ⇒FA > 0, x > 0 ⇒FA < 0. For B, FB < 0 on either side of zero, so a negative displacement is driven farther left. (c) Use the local shape, not only one derivative test. The second derivatives satisfy U′′ A(0) = 0 = U′′ B(0), but A has a strict flat minimum and B a stationary inflection. Hence A : stable; B : unstable . A zero second derivative requires inspection of higher-order terms or restoring directions.

Question 4

Horizontal tangents with different stability

Assume one-dimensional classical motion with K=E−U(x)K=E-U(x) and Fx=−dU/dxF_x=-dU/dx, with no dissipation. Compare UA(x)=x4U_A(x)=x^4 J with UB(x)=x3U_B(x)=x^3 J near x=0, with x in meters.

Diagram shown in the original SVG worksheet.

  1. Find the force at x=0 for both potentials.

  2. Determine the force directions just to either side of zero.

  3. Classify the equilibrium at zero for each potential and explain why the second derivative alone is inconclusive.

Question 4 - Solution

Horizontal tangents with different stability

Diagram shown in the original SVG worksheet.

(a) Differentiate once.

Differentiate the potentials: FA=−4x3,FB=−3x2⇒FA(0)=FB(0)=0.F_A=-4x^3,\qquad F_B=-3x^2\Rightarrow\boxed{F_A(0)=F_B(0)=0}.

(b) Check the signs on both sides.

For A, the force restores from both sides: x<0⇒FA>0,x>0⇒FA<0.x<0\Rightarrow F_A>0,\qquad x>0\Rightarrow F_A<0. For B, FB<0F_B<0 on either side of zero, so a negative displacement is driven farther left.

(c) Use the local shape, not only one derivative test.

The second derivatives satisfy UA″(0)=0=UB″(0),U_A''(0)=0=U_B''(0), but A has a strict flat minimum and B a stationary inflection. Hence A: stable;B: unstable\boxed{A:\text{ stable};\quad B:\text{ unstable}}. A zero second derivative requires inspection of higher-order terms or restoring directions.