Below, a partial derivative like fx means "differentiate f treating y as a frozen constant, watch how f changes as only x moves." fxy means "first differentiate by x, then by y." We build every one explicitly.
You are handed the numbers. Just read off the verdict.
Recall Solution 1.1
WHAT we do: plug into D=fxxfyy−(fxy)2.
D=(4)(9)−02=36>0.WHY check fxx:D>0 says "extremum", but not which. The sign of fxx=4>0 says the surface smiles upward.
Verdict: local minimum.
Recall Solution 1.2
D=(−2)(−5)−(1)2=10−1=9>0.
Both diagonal entries are negative, and indeed D>0 forces them to share a sign. fxx=−2<0 → the surface frowns.
Verdict: local maximum.
Recall Solution 1.3
D=(3)(1)−(4)2=3−16=−13<0.WHY stop:D<0 settles it alone — no need to look at fxx. Geometrically the cross-term fxy=4 is so large it tilts the bowl into a Pringle.
Verdict: saddle point.
Step 1 — find where the ground is flat. WHY: the test only applies at ∇f=0.
fx=2x−2=0⇒x=1,fy=8y+8=0⇒y=−1.
Critical point: (1,−1).
Step 2 — second derivatives (all constants here):
fxx=2,fyy=8,fxy=0.Step 3 — discriminant:D=(2)(8)−02=16>0,fxx=2>0.Verdict: local minimum at (1,−1).
Recall Solution 2.2
Step 1:fx=2x−y=0,fy=−x+2y−3=0.
From the first, y=2x. Substitute into the second: −x+2(2x)−3=0⇒3x=3⇒x=1, so y=2.
Critical point: (1,2).
Step 2:fxx=2,fyy=2,fxy=−1.
Step 3:D=(2)(2)−(−1)2=4−1=3>0,fxx=2>0.Verdict: local minimum at (1,2).
Recall Solution 2.3
Step 1:fx=y=0 and fy=x=0 → only critical point (0,0).
Step 2:fxx=0,fyy=0,fxy=1.
Step 3:D=(0)(0)−(1)2=−1<0.Verdict: saddle point at (0,0). Look at the figure: along y=x the product xy climbs, along y=−x it falls — the signature of a saddle.
Multiple critical points, or a parameter to interpret.
Recall Solution 3.1
Step 1:fx=3x2−12=0⇒x2=4⇒x=±2. And fy=2y=0⇒y=0.
Two critical points: (2,0) and (−2,0). WHY two: x3 makes fx quadratic, so two roots.
Step 2:fxx=6x,fyy=2,fxy=0. Note fxxdepends on the point.
Step 3, at (2,0):fxx=12, so D=(12)(2)−0=24>0, fxx>0 → local minimum.
Step 3, at (−2,0):fxx=−12, so D=(−12)(2)−0=−24<0 → saddle point.
Lesson: the same formula gives different verdicts at different points because fxx=6x changes sign.
Recall Solution 3.2
Step 1:fx=3x2−3y=0⇒y=x2; fy=3y2−3x=0⇒x=y2.
Substitute y=x2: x=(x2)2=x4⇒x4−x=0⇒x(x3−1)=0⇒x=0 or x=1.
Critical points: (0,0) and (1,1).
Step 2:fxx=6x,fyy=6y,fxy=−3.
At (0,0):D=(0)(0)−(−3)2=−9<0 → saddle point.
At (1,1):D=(6)(6)−(−3)2=36−9=27>0, fxx=6>0 → local minimum.
Recall Solution 3.3
Step 1:fx=2x+ky, fy=kx+2y; both vanish at (0,0), so it is critical for every k.
Step 2:fxx=2,fyy=2,fxy=k.
Step 3:D=(2)(2)−k2=4−k2.
A saddle needs D<0: 4−k2<0⇒k2>4⇒∣k∣>2.
Verdict: saddle for k>2 or k<−2. (At k=±2, D=0: inconclusive. For ∣k∣<2: minimum.)
Combine the test with the underlying Taylor / quadratic-form ideas.
Recall Solution 4.1
The Taylor picture. Near a point (a,b), expanding to second order with u=x−a,v=y−b:
f(a+u,b+v)≈f(a,b)+linearfxu+fyv+21(fxxu2+2fxyuv+fyyv2).
The test reads shape from the quadratic part only. That is legitimate only when the linear part is zero — i.e. fx=fy=0. Otherwise the linear term fxu+fyv dominates for small u,v (it beats the quadratic near the point), so the surface is tilted, and "min/max/saddle" is not even the right question — it's just a slope.
At (1,0) for f=x2+y2:fx=2x=2=0. The gradient is nonzero; the surface simply slopes uphill in x. Blindly computing D=fxxfyy−fxy2=4>0 and declaring "minimum" is meaningless — (1,0) is on the side of the bowl, not the bottom. Always solve ∇f=0 first.
Recall Solution 4.2
(a) Direct:D=fxxfyy−fxy2=(3)(3)−(1)2=9−1=8.
(b) Eigenvalues solve det(H−λI)=0:
det(3−λ113−λ)=(3−λ)2−1=0⇒3−λ=±1⇒λ=2 or 4.
Product: λ1λ2=2×4=8=D. ✓
Geometry: both eigenvalues are positive → the surface curves up along both principal axes → positive definite → local minimum. The eigenvalues 2 and 4 are the curvatures along the two principal directions of the bowl.
Recall Solution 4.3
WHAT we need: critical point at (2,−1), downward curvature, no cross-term. A shifted downward paraboloid works:
f(x,y)=−3(x−2)2−2(y+1)2.Check critical point:fx=−6(x−2)=0⇒x=2; fy=−4(y+1)=0⇒y=−1. ✓
Check derivatives:fxx=−6 ✓, fyy=−4, fxy=0 ✓.
Test:D=(−6)(−4)−02=24>0 and fxx=−6<0 → local maximum. ✓ Construction succeeds.
The hard edge cases: D=0, and full multi-point landscapes.
Recall Solution 5.1
Step 1:fx=4x3=0, fy=4y3=0 → critical at (0,0).
Step 2:fxx=12x2, fyy=12y2, fxy=0. At (0,0): fxx=0, fyy=0, fxy=0.
Step 3:D=(0)(0)−02=0 → inconclusive. The quadratic Taylor part is entirely flat, so second-order info tells us nothing.
By hand:f(x,y)=x4+y4≥0 for all (x,y), with equality only at (0,0) (both fourth powers are ≥0). So f(0,0)=0 is the smallest value f takes anywhere → global (hence local) minimum. The curvature is quartic, not quadratic, which is exactly why the second-derivative test can't see it.
Recall Solution 5.2
Step 1:fx=3x2=0⇒x=0; fy=0 for all y. So the whole linex=0 is critical! Focus on (0,0).
Step 2:fxx=6x, fyy=0, fxy=0. At (0,0): all zero.
Step 3:D=0 → inconclusive.
By hand: moving in +x, f=x3>0; moving in −x, f=x3<0. So f increases on one side and decreases on the other along the same axis — like the point of inflection of y=x3 lifted into a surface. It is not a strict min (values below it exist), not a strict max (values above it exist). Moving in y, f stays flat. This is a degenerate inflection ridge, not a genuine saddle (a saddle needs curvature of opposite signs; here the x-behaviour is cubic, not quadratic). This is exactly the "D=0 = investigate by hand" case.
Recall Solution 5.3
Step 1 — critical points:fx=4x3−4x=4x(x2−1)=0⇒x=0,1,−1. And fy=2y=0⇒y=0.
Three critical points: (−1,0),(0,0),(1,0).
Step 2 — derivatives:fxx=12x2−4, fyy=2, fxy=0. So D=(12x2−4)(2).
At (0,0):fxx=−4, D=(−4)(2)=−8<0 → saddle point.
At (1,0):fxx=12−4=8, D=(8)(2)=16>0, fxx>0 → local minimum.
At (−1,0):fxx=8, D=16>0, fxx>0 → local minimum.
The shape: a "double well" — two valleys at (±1,0) separated by a saddle ridge over the origin (the classic x4−2x2 double-well profile, lifted by the bowl y2).