Are you sick and tired of testing either side of the point, when verifying inflections? Do you remember that there's a second derivative test for classifying turning points, which is usually faster than testing either side of the point? Well there's also a faster method for verifying inflections. It's called the third derivative method:
If f''(x<SUB>0</SUB>)=0 and f'''(x<SUB>0</SUB>) exists and ≠0 then (x<SUB>0</SUB>, f(x<SUB>0</SUB>)) is an inflection point.
And woe betide any teacher who punishes their students for using this method.
Example
Find the inflection point for y=x<SUP>3</SUP>-3x<SUP>2</SUP>.
Solution
f''(x)=6x-6=0 implies x=1 and y=-2 and f'''(1)=6≠0. Hence (1,-2) is an inflection point.
NO NEED TO WASTE TIME TESTING EITHER SIDE OF THE POINT!
SAVES TIME IN EXAMS!
YEAH! I'M HAPPY!!!!!!
Now try one yourself:
Show f(x)=sin(x) has an inflection at (0,0).
Solution
See how much easier and quicker it is than testing either side of the point?
So why does it work?
Proofs
Method 1
I prove it using a contrapositive argument
((IF not q THEN not p) is equivalent to (IF p THEN q)).
Suppose f''(x<SUB>0</SUB>)=0 and f'''(x<SUB>0</SUB>) exists.
IF (x<SUB>0</SUB>, f(x<SUB>0</SUB>)) is not an inflection point THEN either:
and hence f'''(x<SUB>0</SUB>)=0.
The contrapositive now is
IF f'''(x<SUB>0</SUB>)≠0 THEN (x<SUB>0</SUB>, f(x<SUB>0</SUB>)) is an inflection point
Method 2.
Let g(x)=f'(x). Then the second derivative method for y=g(x) is equivalent to the third derivative method for y=f(x).
A local minimum or local maximum for y=g(x) will correspond to an inflection for
y=f(x).
Hence if f''(x<sub>0</sub>)=0 and f'''(x<sub>0</sub>) exists and ≠0 then (x<sub>0</sub>, f(x<sub>0</sub>)) is an inflection point for y=f(x).
The second derivative method is in the 2 unit syllabus, and this second proof shows that the third derivative method is equivalent to it.
Here are some more examples:
Examples from Past Papers
1. (1993 2U Q6a)
Show (0,0) is an inflection point for f(x)=(1/4)x<sup>4</sup>-x<sup>3</sup>.
Solution
f''(x)=3x<sup>2</sup>-6x and f'''(x)=6x-6
So f''(0)=0 and f'''(0)=-6≠0.
Hence (0,0) is an inflection point.
2. (1990 2U Q5iii)
Show (0,1) is an inflection point for f(x)=1+3x-x<sup>3</sup>.
Solution
3. (1947 Leaving Certificate Honours I Paper I Q12i)
Show (0,-1) is an inflection point for f(x)=x<sup>4</sup>-2x<sup>3</sup>+2x-1.
Solution
4. (1997 4U Q3biii)
Show (1,9) is an inflection point for f(x)=3x<sup>5</sup>-10x<sup>3</sup>+16x.
Solution
5. (1997 2U Q8biii)
Show (π, π) is an inflection point for f(t)=t+sin(t).
Solution
6. (1991 4U Q4bii)
Show (ln6, 1/2) is an inflection point for g(x)=4e<sup>-x</sup>-6e<sup>-2x</sup>.
Solution
7. (1946 Leaving Certificate Honours I Paper I Q11)
Show (π/2, 0) is an inflection point for f(x)=sin(x)sin(2x).
Solution
Testing either side if the point for all these examples would take a lot more time.
It can also be generalised:
Successive derivative test
If f<sup>(n)</sup>(x<sub>0</sub>)=0 for n=2,3,4,...,2k and if f<sup>(2k+1)</sup>(x<sub>0</sub>) exists and ≠0, then (x<sub>0</sub>, f(x<sub>0</sub>)) is an inflection point (i.e., if the order ≥2 of the first non-zero derivative has odd parity, then it's an inflection.)
If f<sup>(n)</sup>(x<sub>0</sub>)=0 for n=1,2,3,4,...,2k-1 and if f<sup>(2k)</sup>(x<sub>0</sub>)>0, then (x<sub>0</sub>, f(x<sub>0</sub>)) is a local minimum (i.e., if the parity of the order of the first non-zero derivative is even and the sign of this derivative is positive then it's a local minimum.)
If f<sup>(n)</sup>(x<sub>0</sub>)=0 for n=1,2,3,4,...,2k-1 and if f<sup>(2k)</sup>(x<sub>0</sub>)<0, then (x<sub>0</sub>, f(x<sub>0</sub>)) is a local maximum (i.e., if the parity of the order of the first non-zero derivative is even and the sign of this derivative is negative then it's a local maximum.)
Note that although the conditions in the second and third derivative tests are sufficient but not necessary, nevertheless the conditions in the successive derivative test are both sufficient and necessary (provided the derivatives exist).
Example 1
Show (0,0) is a local minimum for f(x)=x<sup>4</sup>.
Solution
f(0)=f'(0)=f''(0)=f'''(0)=0 but f''''(0)=24>0, so by the fourth derivative test, (0,0) is a local minimum.
Example 2
Show (0,0) is a horizontal inflection point for f(x)=e<sup>x</sup>x<sup>99</sup>.
Solution
f(x)=e<sup>x</sup>x<sup>99</sup>=Σ(x<sup>n+99</sup>/n!). So f(0)=f'(0)=...=f<sup>(98)</sup>(0)=0 but f<sup>(99)</sup>(0)=99!≠0. Hence (0,0) is a horizontal inflection point, by the 99-th derivative test.
Example 3
Show (0,0) is an inflection point for f(x)=x<sup>5</sup>.
Solution
f''(0)=f'''(0)=f''''(0)=0 but f'''''(0)=5!=120≠0. Hence (0,0) is an inflection point.
More examples
1. Show (5,0) is a local minimum for f(x)=(x-5)<sup>4</sup>.
Solution.
f'(5)=f''(5)=f'''(5)=0 and f''''(5)=24>0.
So the parity of the order of the first non-zero derivative at (5,0) is even and the sign of this derivative is positive therefore it's a local minimum.
(4th derivative method)
2. Show (6,0) is an inflection for f(x)=(6-x)<sup>3</sup>
Solution.
f''(6)=0 and f'''(6)=-6≠0
So the order ≥2 of the first non-zero derivative at (6,0) has odd parity and therefore it's an inflection.
(3rd derivative method)
3. Show (4,0) is a local maximum for f(x)=-3(x-4)<sup>6</sup>
Solution.
f'(4)=f''(4)=f'''(4)=f<sup>(4)</sup>(4)=f<sup>(5)</sup>(4)=0 but f<sup>(6)</sup>(4)=-3(6!)=-2160<0
So the parity of the order of the first non-zero derivative at (4,0) is even and the sign of this derivative is negative therefore it's a local maximum.
(6th derivative method)
More for you to do
4. Show (3,0) is an inflection for f(x)=(x-3)<sup>5</sup>
5. Show (2,0) is a local minimum for f(x)=(x-2)<sup>8</sup>.
6. Show (-1,0) is a local maximum for f(x)=-2(x+1)<sup>4</sup>
Here's what others have said about it:
But there have been some objections in the past from some people regarding the use of the third derivative method. This method is sufficient but not necessary and so their objections have been based on the premise that if it doesn't always work, one should never use it. However, anyone who objects to using the third derivative test for inflections should also object to using the second derivative test for turning points. The second derivative test doesn't always work, but it usually does and it usually saves time. The same can be said of the third derivative test. Moreover, their objections are further weakened by the happy fact that although the conditions in the second and third derivative methods are sufficient, but not necessary, nevertheless, the conditions in the successive derivative method are both sufficient and necessary (provided the derivatives exist).
When not to use this method
The whole point of the method is to save time. So if it doesn't save time, then don't use it. Examples include:
In general, do whatever method is the most efficient.
The method didn't just pop out of my head. There are some good references you can check.
References
Ayres, F. and Mendelson, E., Calculus, McGraw-Hill
Dowling, E.T., Mathematical Methods, McGraw-Hill
http://mathworld.wolfram.com/ExtremumTest.html
There have also been some objections regarding whether or not I should be using BOS forums to communicate this method to students.
So I'll let David Hilbert have the last say on the matter, who said in 1930:
We must know.
We will know.
If f''(x<SUB>0</SUB>)=0 and f'''(x<SUB>0</SUB>) exists and ≠0 then (x<SUB>0</SUB>, f(x<SUB>0</SUB>)) is an inflection point.
And woe betide any teacher who punishes their students for using this method.
Example
Find the inflection point for y=x<SUP>3</SUP>-3x<SUP>2</SUP>.
Solution
f''(x)=6x-6=0 implies x=1 and y=-2 and f'''(1)=6≠0. Hence (1,-2) is an inflection point.
NO NEED TO WASTE TIME TESTING EITHER SIDE OF THE POINT!
SAVES TIME IN EXAMS!
YEAH! I'M HAPPY!!!!!!
Now try one yourself:
Show f(x)=sin(x) has an inflection at (0,0).
Solution
f''(x)=-sin(x) and f'''(x)=-cos(x).
So f''(0)=0 but f'''(0)=-1≠0. Hence (0,0) in an inflection point.
So f''(0)=0 but f'''(0)=-1≠0. Hence (0,0) in an inflection point.
See how much easier and quicker it is than testing either side of the point?
So why does it work?
Proofs
Method 1
I prove it using a contrapositive argument
((IF not q THEN not p) is equivalent to (IF p THEN q)).
Suppose f''(x<SUB>0</SUB>)=0 and f'''(x<SUB>0</SUB>) exists.
IF (x<SUB>0</SUB>, f(x<SUB>0</SUB>)) is not an inflection point THEN either:
- both f''(x<SUB>0</SUB><SUP>+</SUP>) and f''(x<SUB>0</SUB><SUP>-</SUP>) are positive;
- both f''(x<SUB>0</SUB><SUP>+</SUP>) and f''(x<SUB>0</SUB><SUP>-</SUP>) are negative; or
- at least one of f''(x<SUB>0</SUB><SUP>+</SUP>) or f''(x<SUB>0</SUB><SUP>-</SUP>) is zero.
and hence f'''(x<SUB>0</SUB>)=0.
The contrapositive now is
IF f'''(x<SUB>0</SUB>)≠0 THEN (x<SUB>0</SUB>, f(x<SUB>0</SUB>)) is an inflection point
Method 2.
Let g(x)=f'(x). Then the second derivative method for y=g(x) is equivalent to the third derivative method for y=f(x).
A local minimum or local maximum for y=g(x) will correspond to an inflection for
y=f(x).
- g'(x<sub>0</sub>)=0 and g''(x<sub>0</sub>)>0 implies (x<sub>0</sub>, g(x<sub>0</sub>)) is a local minimum for y=g(x).
- g'(x<sub>0</sub>)=0 and g''(x<sub>0</sub>)<0 implies (x<sub>0</sub>, g(x<sub>0</sub>)) is a local maximum for y=g(x).
Hence if f''(x<sub>0</sub>)=0 and f'''(x<sub>0</sub>) exists and ≠0 then (x<sub>0</sub>, f(x<sub>0</sub>)) is an inflection point for y=f(x).
The second derivative method is in the 2 unit syllabus, and this second proof shows that the third derivative method is equivalent to it.
Here are some more examples:
Examples from Past Papers
1. (1993 2U Q6a)
Show (0,0) is an inflection point for f(x)=(1/4)x<sup>4</sup>-x<sup>3</sup>.
Solution
f''(x)=3x<sup>2</sup>-6x and f'''(x)=6x-6
So f''(0)=0 and f'''(0)=-6≠0.
Hence (0,0) is an inflection point.
2. (1990 2U Q5iii)
Show (0,1) is an inflection point for f(x)=1+3x-x<sup>3</sup>.
Solution
f''(x)=-6x and f'''(x)=-6.
So f''(0)=0 and f'''(0)=-6≠0.
Hence (0,1) is an inflection point.
So f''(0)=0 and f'''(0)=-6≠0.
Hence (0,1) is an inflection point.
3. (1947 Leaving Certificate Honours I Paper I Q12i)
Show (0,-1) is an inflection point for f(x)=x<sup>4</sup>-2x<sup>3</sup>+2x-1.
Solution
f''(x)=12x<sup>2</sup>-12x and f'''(x)=24x-12.
So f''(0)=0 and f'''(0)=-12≠0.
Hence (0,-1) is an inflection point.
So f''(0)=0 and f'''(0)=-12≠0.
Hence (0,-1) is an inflection point.
4. (1997 4U Q3biii)
Show (1,9) is an inflection point for f(x)=3x<sup>5</sup>-10x<sup>3</sup>+16x.
Solution
f''(x)=60x<sup>3</sup>-60x and f'''(x)=180x<sup>2</sup>-60.
So f''(1)=0 and f'''(1)=120≠0.
Hence (1,9) is an inflection point.
So f''(1)=0 and f'''(1)=120≠0.
Hence (1,9) is an inflection point.
5. (1997 2U Q8biii)
Show (π, π) is an inflection point for f(t)=t+sin(t).
Solution
f''(t)=-sin(t) and f'''(t)=-cos(t).
So f''(π)=0 and f'''(π)=1≠0.
Hence (π, π) is an inflection point.
So f''(π)=0 and f'''(π)=1≠0.
Hence (π, π) is an inflection point.
6. (1991 4U Q4bii)
Show (ln6, 1/2) is an inflection point for g(x)=4e<sup>-x</sup>-6e<sup>-2x</sup>.
Solution
g''(x)=4e<sup>-x</sup>-24e<sup>-2x</sup> and g'''(x)=-4e<sup>-x</sup>+48e<sup>-2x</sup>.
So g''(ln6)=0 and g'''(ln6)=2/3≠0.
Hence (ln6, 1/2) is an inflection point.
So g''(ln6)=0 and g'''(ln6)=2/3≠0.
Hence (ln6, 1/2) is an inflection point.
7. (1946 Leaving Certificate Honours I Paper I Q11)
Show (π/2, 0) is an inflection point for f(x)=sin(x)sin(2x).
Solution
This is made easier by using the product to sum identity
sin(A)sin(B)=(1/2)(cos(A-B)-cos(A+B)) before differentiating.
So f(x)=(1/2)(cos(x)-cos(3x)).
f''(x)=(1/2)(-cos(x)+9cos(3x)) and f'''(x)=(1/2)(sin(x)-27sin(3x)).
So f''(π/2)=0 and f'''(π/2)=14≠0.
Hence (π/2, 0) is an inflection point.
sin(A)sin(B)=(1/2)(cos(A-B)-cos(A+B)) before differentiating.
So f(x)=(1/2)(cos(x)-cos(3x)).
f''(x)=(1/2)(-cos(x)+9cos(3x)) and f'''(x)=(1/2)(sin(x)-27sin(3x)).
So f''(π/2)=0 and f'''(π/2)=14≠0.
Hence (π/2, 0) is an inflection point.
Testing either side if the point for all these examples would take a lot more time.
It can also be generalised:
Successive derivative test
If f<sup>(n)</sup>(x<sub>0</sub>)=0 for n=2,3,4,...,2k and if f<sup>(2k+1)</sup>(x<sub>0</sub>) exists and ≠0, then (x<sub>0</sub>, f(x<sub>0</sub>)) is an inflection point (i.e., if the order ≥2 of the first non-zero derivative has odd parity, then it's an inflection.)
If f<sup>(n)</sup>(x<sub>0</sub>)=0 for n=1,2,3,4,...,2k-1 and if f<sup>(2k)</sup>(x<sub>0</sub>)>0, then (x<sub>0</sub>, f(x<sub>0</sub>)) is a local minimum (i.e., if the parity of the order of the first non-zero derivative is even and the sign of this derivative is positive then it's a local minimum.)
If f<sup>(n)</sup>(x<sub>0</sub>)=0 for n=1,2,3,4,...,2k-1 and if f<sup>(2k)</sup>(x<sub>0</sub>)<0, then (x<sub>0</sub>, f(x<sub>0</sub>)) is a local maximum (i.e., if the parity of the order of the first non-zero derivative is even and the sign of this derivative is negative then it's a local maximum.)
Note that although the conditions in the second and third derivative tests are sufficient but not necessary, nevertheless the conditions in the successive derivative test are both sufficient and necessary (provided the derivatives exist).
Example 1
Show (0,0) is a local minimum for f(x)=x<sup>4</sup>.
Solution
f(0)=f'(0)=f''(0)=f'''(0)=0 but f''''(0)=24>0, so by the fourth derivative test, (0,0) is a local minimum.
Example 2
Show (0,0) is a horizontal inflection point for f(x)=e<sup>x</sup>x<sup>99</sup>.
Solution
f(x)=e<sup>x</sup>x<sup>99</sup>=Σ(x<sup>n+99</sup>/n!). So f(0)=f'(0)=...=f<sup>(98)</sup>(0)=0 but f<sup>(99)</sup>(0)=99!≠0. Hence (0,0) is a horizontal inflection point, by the 99-th derivative test.
Example 3
Show (0,0) is an inflection point for f(x)=x<sup>5</sup>.
Solution
f''(0)=f'''(0)=f''''(0)=0 but f'''''(0)=5!=120≠0. Hence (0,0) is an inflection point.
More examples
1. Show (5,0) is a local minimum for f(x)=(x-5)<sup>4</sup>.
Solution.
f'(5)=f''(5)=f'''(5)=0 and f''''(5)=24>0.
So the parity of the order of the first non-zero derivative at (5,0) is even and the sign of this derivative is positive therefore it's a local minimum.
(4th derivative method)
2. Show (6,0) is an inflection for f(x)=(6-x)<sup>3</sup>
Solution.
f''(6)=0 and f'''(6)=-6≠0
So the order ≥2 of the first non-zero derivative at (6,0) has odd parity and therefore it's an inflection.
(3rd derivative method)
3. Show (4,0) is a local maximum for f(x)=-3(x-4)<sup>6</sup>
Solution.
f'(4)=f''(4)=f'''(4)=f<sup>(4)</sup>(4)=f<sup>(5)</sup>(4)=0 but f<sup>(6)</sup>(4)=-3(6!)=-2160<0
So the parity of the order of the first non-zero derivative at (4,0) is even and the sign of this derivative is negative therefore it's a local maximum.
(6th derivative method)
More for you to do
4. Show (3,0) is an inflection for f(x)=(x-3)<sup>5</sup>
f''(3)=f'''(3)=f(4)(3)=0 but f(5)(3)=5!≠0
5. Show (2,0) is a local minimum for f(x)=(x-2)<sup>8</sup>.
f'(2)=f''(2)=f'''(2)=f(4)(2)=f(5)(2)=f(6)(2)=f(7)(2)=0 but f(8)(2)=8!>0
6. Show (-1,0) is a local maximum for f(x)=-2(x+1)<sup>4</sup>
f'(-1)=f"(-1)=f'''(-1)=0 but f(4)(-1)=-2*4!= -48<0.
Here's what others have said about it:
shinji said:Wow. Very handy.
icycloud said:I've used it quite a few times myself in prelim. exams
pLuvia said:It's very useful and does save a lot of time
Slide Rule said:I used it in the exams.
mitsui said:We were taught that method last year in yr11 ext1 maths.
Riviet said:Wow! That's cool!
Lazarus said:It seems like a natural extension of the second derivative test.
If it's good enough for ngai (2004 TG Room medallist), then it's good enough for the rest of us!ngai said:It's a good method. I don't like wasting time testing either side of the point all the time.
But there have been some objections in the past from some people regarding the use of the third derivative method. This method is sufficient but not necessary and so their objections have been based on the premise that if it doesn't always work, one should never use it. However, anyone who objects to using the third derivative test for inflections should also object to using the second derivative test for turning points. The second derivative test doesn't always work, but it usually does and it usually saves time. The same can be said of the third derivative test. Moreover, their objections are further weakened by the happy fact that although the conditions in the second and third derivative methods are sufficient, but not necessary, nevertheless, the conditions in the successive derivative method are both sufficient and necessary (provided the derivatives exist).
This more balanced view is precisely the correct approach.icycloud said:Use it judiciously, like you would the second-derivative test.
When not to use this method
The whole point of the method is to save time. So if it doesn't save time, then don't use it. Examples include:
- if the derivatives are hard to find, such as in quotients which are common in HSC exams (like lnx/x). In this case, testing either side of the point is more efficient.
- or less commonly, when the derivatives don't exist (like f(x)=x<sup>4</sup>sin(1/x) for x≠0, f(0)=0. f'(0) exists and is 0, but all higher order derivatives at (0,0) do not exist). In these cases other methods, such as symmetry arguments can be used.
In general, do whatever method is the most efficient.
The method didn't just pop out of my head. There are some good references you can check.
References
Ayres, F. and Mendelson, E., Calculus, McGraw-Hill
Dowling, E.T., Mathematical Methods, McGraw-Hill
http://mathworld.wolfram.com/ExtremumTest.html
There have also been some objections regarding whether or not I should be using BOS forums to communicate this method to students.
So I'll let David Hilbert have the last say on the matter, who said in 1930:
We must know.
We will know.
Last edited: