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This lesson covers the second derivative d²y/dx², its use in determining the nature of stationary points, concavity, and points of inflection, as required by the Edexcel A-Level Mathematics specification (9MA0).
The second derivative is the derivative of the derivative:
d²y/dx² = d/dx(dy/dx)
If y = f(x), then:
Find d²y/dx² for y = 3x⁴ - 2x³ + 5x.
Solution: dy/dx = 12x³ - 6x² + 5
d²y/dx² = 36x² - 12x = 12x(3x - 1)
Find f''(x) for f(x) = eˣ + ln x.
Solution: f'(x) = eˣ + 1/x f''(x) = eˣ - 1/x² = eˣ - x⁻²
A stationary point occurs where dy/dx = 0. The second derivative test tells you the nature:
| Second Derivative at Stationary Point | Nature |
|---|---|
| f''(x) > 0 | Minimum (curve is concave up — shaped like a "U") |
| f''(x) < 0 | Maximum (curve is concave down — shaped like an "n") |
| f''(x) = 0 | Inconclusive — could be minimum, maximum, or point of inflection. Use another method. |
Find the stationary points of y = x³ - 6x² + 9x + 1 and determine their nature.
Solution: dy/dx = 3x² - 12x + 9 = 3(x² - 4x + 3) = 3(x - 1)(x - 3)
Stationary points where dy/dx = 0: x = 1 or x = 3.
d²y/dx² = 6x - 12
At x = 1: d²y/dx² = 6(1) - 12 = -6 < 0 → Maximum y = 1 - 6 + 9 + 1 = 5. Maximum at (1, 5).
At x = 3: d²y/dx² = 6(3) - 12 = 6 > 0 → Minimum y = 27 - 54 + 27 + 1 = 1. Minimum at (3, 1).
Find and classify the stationary points of y = xe⁻ˣ.
Solution: Using the product rule: dy/dx = e⁻ˣ - xe⁻ˣ = e⁻ˣ(1 - x)
Set dy/dx = 0: e⁻ˣ(1 - x) = 0 → x = 1 (since e⁻ˣ > 0 always)
Now find d²y/dx² using the product rule on dy/dx = e⁻ˣ(1 - x): d²y/dx² = -e⁻ˣ(1 - x) + e⁻ˣ(-1) = e⁻ˣ(x - 1 - 1) = e⁻ˣ(x - 2)
At x = 1: d²y/dx² = e⁻¹(1 - 2) = -e⁻¹ < 0 → Maximum
Maximum at (1, e⁻¹) = (1, 1/e).
Exam Tip: The second derivative test is quick and usually conclusive. If f''(x) = 0 at the stationary point, fall back to examining the sign of f'(x) either side of the point.
The second derivative tells you about the concavity (curvature) of the graph:
| Condition | Meaning |
|---|---|
| f''(x) > 0 | Curve is concave up (bending upwards, "holds water") |
| f''(x) < 0 | Curve is concave down (bending downwards, "spills water") |
| f''(x) = 0 | Possible change in concavity (potential point of inflection) |
A point of inflection is where the concavity changes — the curve switches from concave up to concave down, or vice versa.
A point of inflection occurs at x = a if:
Find the point of inflection for y = x³ - 3x² + 2.
Solution: dy/dx = 3x² - 6x d²y/dx² = 6x - 6 = 6(x - 1)
Set d²y/dx² = 0: x = 1
Check sign change:
Sign changes ✓ → Point of inflection at x = 1.
y = 1 - 3 + 2 = 0
Point of inflection at (1, 0).
Does y = x⁴ have a point of inflection at x = 0?
Solution: dy/dx = 4x³ d²y/dx² = 12x²
At x = 0: d²y/dx² = 0 ✓
But check sign change:
No sign change ✗ → Not a point of inflection. In fact, (0, 0) is a minimum.
Exam Tip: f''(x) = 0 alone does NOT guarantee a point of inflection. You must check that f'' changes sign.
A stationary point of inflection is a point where:
Classify the stationary point of y = x³ at the origin.
Solution: dy/dx = 3x². At x = 0: dy/dx = 0. ✓ Stationary point. d²y/dx² = 6x. At x = 0: d²y/dx² = 0. Inconclusive.
Check the sign of dy/dx either side:
The gradient does not change sign → this is a stationary point of inflection, not a max or min.
Also check d²y/dx²: it changes from negative (x < 0) to positive (x > 0), confirming inflection.
| First Derivative | Second Derivative | Physical Meaning |
|---|---|---|
| ds/dt = velocity | d²s/dt² = acceleration | Rate of change of velocity |
| dP/dt = rate of growth | d²P/dt² | Acceleration of growth |
| dT/dt = rate of cooling | d²T/dt² | Whether cooling is speeding up or slowing down |
A particle moves along a line with displacement s = t³ - 6t² + 9t metres at time t seconds.
(a) Find the velocity and acceleration. (b) Find when the particle is momentarily at rest. (c) Find when the acceleration is zero.
Solution: (a) v = ds/dt = 3t² - 12t + 9 a = dv/dt = d²s/dt² = 6t - 12
(b) At rest: v = 0 → 3t² - 12t + 9 = 0 → t² - 4t + 3 = 0 → (t-1)(t-3) = 0 t = 1 s or t = 3 s
(c) a = 0 → 6t - 12 = 0 → t = 2 s
| Mistake | Correction |
|---|---|
| Assuming f''(x) = 0 means a point of inflection | f'' must also change sign for a point of inflection |
| Assuming f''(x) = 0 means it's not a max or min | x⁴ has f'' = 0 at x = 0 but it's still a minimum |
| Confusing concave up and concave down | Concave up = f'' > 0 (U-shape). Concave down = f'' < 0 (n-shape) |
| Not showing the sign change of f'' | In exam "show" questions, you must demonstrate the sign change |
Edexcel 9MA0-01 specification section 9 — Differentiation covers the nature of stationary points using the second derivative; understand and apply the relationship between concavity and the sign of f′′(x) (refer to the official specification document for exact wording). The second derivative dx2d2y is defined as dxd(dxdy) and is examined principally in 9MA0-01 (Pure) but reappears in 9MA0-03 (Mechanics) where acceleration is the second derivative of displacement with respect to time. It also informs section 8 (Integration, where reversing differentiation twice recovers original functions up to two constants) and section 7 (Differential equations, where second-order behaviour determines stability of solutions). The Edexcel formula booklet does not list classification rules — the sign-test routine must be memorised.
Question (8 marks): Given y=x3−3x2−9x+5:
(a) Find dxdy and the coordinates of the stationary points of the curve. (4)
(b) Use the second derivative to determine the nature of each stationary point. (4)
Solution with mark scheme:
(a) Step 1 — differentiate.
dxdy=3x2−6x−9
M1 — applying the power rule term-by-term. A frequent slip is forgetting that the derivative of the constant +5 is 0, with candidates carrying +5 into the derivative.
Step 2 — set the derivative equal to zero.
3x2−6x−9=0⟹x2−2x−3=0⟹(x−3)(x+1)=0
So x=3 or x=−1.
M1 — equating dxdy=0 and solving correctly. Dividing through by 3 first is good practice; running the quadratic formula on 3x2−6x−9=0 also works but invites arithmetic error.
Step 3 — find the corresponding y-values.
At x=3: y=27−27−27+5=−22. At x=−1: y=−1−3+9+5=10.
A1 — both y-coordinates correct. Stationary points are (3,−22) and (−1,10).
A1 — coordinates written as ordered pairs (the Edexcel convention) rather than listed separately as x- and y-values.
(b) Step 1 — find the second derivative.
dx2d2y=dxd(3x2−6x−9)=6x−6
M1 — differentiating dxdy correctly. Common error: differentiating y a second time from scratch and dropping a sign on the −9x term.
Step 2 — evaluate at each stationary point.
At x=3: dx2d2y=6(3)−6=12>0, so (3,−22) is a minimum.
At x=−1: dx2d2y=6(−1)−6=−12<0, so (−1,10) is a maximum.
M1 — substituting both x-values into the second derivative.
A1 — correct sign and classification at (3,−22).
A1 — correct sign and classification at (−1,10).
Total: 8 marks (M4 A4).
Question (6 marks): A curve has equation y=2x3+3x2−12x+1.
(a) Show that the curve has stationary points at x=1 and x=−2. (2)
(b) Use the second derivative to classify each stationary point. (3)
(c) State the value of x at which the curve changes from concave down to concave up. (1)
Mark scheme decomposition by AO:
(a)
(b)
(c)
Total: 6 marks split AO1 = 3, AO2 = 3. This question pattern is canonical Paper 1 — AO1 marks for procedure, AO2 marks for the interpretive sign analysis. The (c) part rewards candidates who recognise that an inflection occurs where the second derivative changes sign.
Connects to:
Stationary points classification (section 9): the first derivative dxdy=0 locates stationary points, but only the second derivative dx2d2y classifies them as maxima or minima. Without the second-derivative test, candidates must fall back on the slower sign-change-of-f′ method.
Concavity and inflection (section 9): dx2d2y>0 corresponds to concave up (the curve "holds water"); dx2d2y<0 corresponds to concave down. Points where concavity changes — when f′′ changes sign — are points of inflection.
Mechanics (9MA0-03), acceleration: in kinematics, displacement s(t), velocity v=dtds, and acceleration a=dtdv=dt2d2s. Newton's second law F=ma is therefore a second-order statement about displacement. Constant acceleration corresponds to dt2d2s=const.
Taylor series (further A-Level / undergraduate): f(x)≈f(a)+f′(a)(x−a)+21f′′(a)(x−a)2+… — the second derivative controls the leading curvature term in any local approximation. This is why f′′(a) "is" the curvature.
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