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all the notes explained in a very understandable way, Lecture notes of Advanced Calculus

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MAT1322 Notes By Dr. Hua
Contents
Calculus I Review ............................. 3
6.1: Areas Between Curves .................... 4
6.2 Volumes .................................. 7
6.3 Volumes by Cylindrical Shells ............... 11
6.4: Work .................................... 13
6.5 Average Value of a Function ................ 15
7.8 Improper Integrals ........................ 16
8.1 Arc Length ................................ 20
8.3: Applications to Physics and Engineering . . . . 22
9.1 Modeling with differential equations ........ 25
9.2 Direction Fields and Euler’s method ......... 25
9.3: Separable Equations ....................... 28
9.4: Models for Population Growth ............. 33
11.1 Sequences ............................... 40
11.2 Series ................................... 42
11.3: The Integral Test and Estimates of Sums . . . 44
11.4: The Comparison Tests .................... 46
11.5: Alternating Series and Absolute Convergence 49
11.6: The Ratio and Root Tests ................ 51
11.7: Strategy for Testing Series ................ 52
11.8 Power Series ............................. 53
11.9 Representations of Functions as Power Series 55
11.10 Taylor and Maclaurin Series .............. 59
11.11: Applications of Taylor Polynomials ....... 65
12.6: Cylinders and Quadric Surfaces ........... 66
14.1 Functions of Several Variables .............. 69
14.2: Limits and Continuity .................... 70
14.3 Partial Derivatives ........................ 72
14.4 Tangent Planes and Linear Approximations . 75
14.5 The Chain Rule .......................... 77
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MAT1322 – Notes — By Dr. Hua

  • Calculus I Review Contents
  • 6.1: Areas Between Curves
  • 6.2 Volumes
  • 6.3 Volumes by Cylindrical Shells
  • 6.4: Work
  • 6.5 Average Value of a Function
  • 7.8 Improper Integrals
  • 8.1 Arc Length
  • 8.3: Applications to Physics and Engineering
  • 9.1 Modeling with differential equations
  • 9.2 Direction Fields and Euler’s method
  • 9.3: Separable Equations
  • 9.4: Models for Population Growth
  • 11.1 Sequences
  • 11.2 Series
  • 11.3: The Integral Test and Estimates of Sums
  • 11.4: The Comparison Tests
  • 11.5: Alternating Series and Absolute Convergence
  • 11.6: The Ratio and Root Tests
  • 11.7: Strategy for Testing Series
  • 11.8 Power Series
  • 11.9 Representations of Functions as Power Series
  • 11.10 Taylor and Maclaurin Series
  • 11.11: Applications of Taylor Polynomials
  • 12.6: Cylinders and Quadric Surfaces
  • 14.1 Functions of Several Variables
  • 14.2: Limits and Continuity
  • 14.3 Partial Derivatives
  • 14.4 Tangent Planes and Linear Approximations
  • 14.5 The Chain Rule

14.6 Directional Derivatives and the Gradient Vec-

tor........................................ 79

6.1: Areas Between Curves

Theorem 1.

If f (x) ≥ g(x) for a ≤ x ≤ b, then the area of the region bounded by

y = f (x), y = g(x), x = a, x = b

is

A =

Z (^) b

a

(f (x) − g(x))dx.

Remark. To find the area A of the region enclosed by y = f (x) and y = g(x): Find the intersections, then use the theorem.

Example 1.

Calculate the area of the region bounded by

y = x^2 − 4 x + 7, y = −x^2 + 4x + 1, x = 0, x = 2.

Solution: Step 1. Find intersections: Let (−x^2 +4x+1) = (x^2 − 4 x+7), ⇒ x^2 − 4 x+3 = 0 , ⇒ x = 1, x = 3. Step 2. By using the intersections, the interval (0, 2) is divided into (0, 1) and (1, 2). In (0, 1): x^2 − 4 x + 7 > −x^2 + 4x + 1; In (1, 2): −x^2 + 4x + 1 > x^2 − 4 x + 7. Therefore

A =

Z 1

0

[(x^2 − 4 x + 7) − (−x^2 + 4x + 1)]dx +

Z 2

1

[(−x^2 + 4x + 1) − (x^2 − 4 x + 7)]dx

Z 1

0

(2x^2 − 8 x + 6)dx +

Z 2

1

(− 2 x^2 + 8x − 6)dx.

Example 2.

Find the area of the region between y = x^1 /^2 and y = x^1 /^3 for 0 ≤ x ≤ 1.

Example 3.

Find the area of the region bounded by the parabolas y = 2x − x^2 and y = x^2. Solution: Step 1. Find intersections: 2x − x^2 = x^2 ⇒ x = 0, x = 1. Step 2. For 0 < x < 1, 2x − x^2 > x^2.

A =

Z 1

0

[2x − x^2 − x^2 ]dx = 1 − 23 =^13.

Example 4.

Calculate the area of the region bounded by

y = sin x, y = cos x, x = 0, x = π 2.

Solution: A = 2

Example 5. Find the area of the region bounded by

y = ex, y = 4e−x, y = 1.

Solution: Intersections:

  1. From ex^ = 4e−x, x = ln 2;
  2. From ex^ = 1, x = 0;
  3. From 4e−x^ = 1, x = ln 4.

6.2 Volumes

Volumes of revolution

Case 1: We rotate a region bounded by y = f (x) ≥ 0, x-axis, x = a, x = b around the x-axis (line y = 0). Then the cross section which is perpendicular to x-axis has the area

A(x) = π(f (x))^2 ,

and the volume of the slice is

dV = A(x)dx = π(f (x))^2 dx.

The total volume is

V =

Z (^) b

a

π(f (x))^2 dx.

Example 7. Find the volume of the solid obtained by rotating about the x-axis the region under the curve y =

x from x = 0 to x = 1.

Solution: A(x) = π(√x)^2.

V =

Z 1

0

π(

x)^2 dx =

Z 1

0

πxdx =^1 2

πx^2 |^10 =^1 2

π.

Case 2: We rotate a region bounded by y = f (x), y = g(x), x = a, x = b around x-axis, where f (x) ≥ g(x) ≥ 0. Then the cross section which is perpendicular to x-axis has the area A(x) = πr out^2 − πr^2 in,

where rin = g(x), rout = f (x), dV = A(x)dx,

V =

Z (^) b

a

π[f (x)^2 − g(x)^2 ]dx.

Example 8. √ Find the volume of the solid obtained when the region bounded by y = ex, y = ln x, x = 1 and x = e is rotated around x-axis.

Solution: The cross-sectional area at x is:

A(x) = πr out^2 − πr^2 in = π(e^2 x^ − ln x).

V =

Z (^) e

1

A(x)dx =

Z (^) e

1

π(e^2 x^ − ln x)dx = π(^12 e^2 x^ − x ln x + x)|e 1 = π(^12 e^2 e^ − 12 e^2 − 1).

Case 3: We rotate a region bounded by y = f (x), y = g(x), x = a, x = b around the line y = k (k = 0 ⇐⇒ x-axis), where f (x) ≥ g(x) ≥ 0. Then the cross section which is perpendicular to x-axis has the area

A(x) = πr out^2 − πr^2 in,

Then the cross section which is perpendicular to y-axis has the area

A(y) = πr^2 out − πr in^2 ,

where rin = g(y) − k, rout = f (y) − k, dV = A(y)dy,

V =

Z (^) d

c

[π[f (y) − k]^2 − π[g(y) − k]^2 ]dy.

Example 10. Find the volume of the solid obtained by rotating the region bounded by y = x^3 , y = 8, and x = 0 about the y-axis.

Solution: A(y) = πx^2 = πy^2 /^3.

V =

Z 8

0

πy^2 /^3 dy =^35 πy^5 /^3 |^80 =^1603 π.

6.3 Volumes by Cylindrical Shells

(1) If we rotate a region bounded by y = f (x), y = 0, x = a, x = b about the y-axis, then small shell has the base area π(x + dx)^2 − πx^2 and the height f (x). Thus

dV = {π(x + dx)^2 − πx^2 }f (x) ≈ 2 πxf (x).

V = 2π

Z (^) b

a

xf (x)dx.

(2) If we rotate a region bounded by y = f (x), y = g(x), x = a, x = b (where f (x) ≥ g(x) for x ∈ (a, b)) about the y-axis, then

V = 2π

Z (^) b

a

x[f (x) − g(x)]dx.

(3) If we rotate a region bounded by x = f (y), x = g(y), y = c, y = d (where f (y) ≥ g(y) for y ∈ (c, d)) about the x-axis, then

V = 2π

Z (^) d

c

y[f (y) − g(y)]dy.

Example 11.

Use cylindrical shells to find the volume of the solid obtained by rotating the region bounded by y = x^3 , y = 8, and x = 0 about the y-axis. Solution: When y = 8, x = 2. Thus

V = 2π

Z 2

0

x[8 − x^3 ]dx = 19. 2 π.

Example 12.

Use cylindrical shells to find the volume of the solid obtained by rotating the region bounded by y = 3

x, y = 0, and x = 8 about the x-axis. Solution: When x = 8, y = 2. From y = 3

x we have x = y^3. Thus

V = 2π

Z 2

0

y[8 − y^3 ]dy = 19. 2 π.

6.4: Work

Work done ˆ If force is a constant, then: work done= force × distance,

ˆ If force is a function f (x), then the work done in moving an object from a to b is:

W =

Z (^) b

a

f (x) dx.

force (in N) = mass (in lb or kg) = mass in kg × acceleration in m/s^2 Work done can have unit ft-lb, or N-m (Joules). 1 ft-lb = 1.36 J, 1lb = 92 ..^82 N = 4.45 N, 1ft=0.305m.

Example 15.

When a particle is located a distance x feet from the origin, a force of 3x^2 + 4x pounds acts on it. How much work is done in moving it from x = 0 to x = 1?

Solution: W =

Z 1

0

(3x^2 + 4x)dx = 3(f t − lb).

Hooke’s Law: The force required to maintain a spring stretched x units beyond its natural length is given by: f (x) = kx, where k > 0 is called the spring constant. The work done to stretch a spring with natural length a meters and force f N from b meters to c meters is:

W =

Z (^) c−a

b−a

kxdx,

where f N is the force required to hold the spring stretched from its natural length to b meters.

Example 16.

A force of 40N is required to hold a spring that has been stretched from its natural length of 10cm to a length of 15cm. How much work is done in stretching the spring from 15cm to 18cm?

Solution: 15-10=5cm=0.05m. f (0.05) = 40, ⇒ 0. 05 k = 40, ⇒ k = 800. Thus f (x) = 800 x.

W =

Z 0. 08

  1. 05

800 xdx = 1. 56 J.

Example 17.

A cylindrical tank of radius 2 m and height 4 m is half-full of water. Find the work (J) required to pump all of the water to a point that is 2 m above the top of the tank. The density of water is ρ = 1000 kg/m^3 and the acceleration of gravity is g = 9.8 m/s^2. Define clearly all the variables that enter into your solution and provide a drawing which shows their meaning. Solution: We introduce the axis as in the graph.

Take a slice at x with height ∆x. The work done to the slice is:

∆W = ρ∆V gx = ρπ 22 ∆xgx = 4πρgx∆x.

Hence

W =

Z 2+

2+4/ 2

∆W =

Z 6

4

4 πρgxdx = 40πρg = 392000π = 1.. 23 × 106 J.

7.8 Improper Integrals

Type I: Infinite Intervals

The following three are called Type I improper integrals: Z (^) ∞

a

f (x)dx = (^) tlim→∞

Z (^) t

a

f (x)dx, Z (^) b

−∞

f (x)dx = (^) t→−∞lim

Z (^) b

t

f (x)dx, Z (^) ∞

−∞

f (x)dx =

Z ∞

c

f (x)dx +

Z (^) c

−∞

f (x)dx.

Definition:

ˆ If the limit is a finite number, we say that the integral is convergent;

ˆ If the limit is ±∞, we say that the integral converges to ±∞;

ˆ If the limit does not exist at all, we say that the integral is divergent.

Example 20. Evaluate the following improper integrals:

(a)

Z 1

−∞

1 + x^2

dx

(b)

Z ∞

−∞

e−|x|dx.

Solution: (a). Z (^1)

−∞

1 + x^2 dx^ = lim^ t→∞

Z (^) t

1

1 + x^2 dx^ = lim^ t→∞(arctan^ t^ −^ arctan 1) =^

π 2 −^

π 4 =

3 π

(b). (^) Z ∞ −∞

e−|x|dx =

Z 0

−∞

e−|x|dx +

Z ∞

0

e−|x|dx =

Z 0

−∞

exdx +

Z ∞

0

e−xdx

= (^) t→−∞lim

Z 0

t

exdx + (^) t→−∞lim

Z (^) t

0

e−xdx = (^) t→−∞lim (1 − et) + (^) t→−∞lim(e−t^ − 1) = 2.

Example 21. Determine if the integral

I =

Z ∞

2

xe−xdx

is convergent or divergent and evaluate if it is convergent.

Solution: I = lim t→∞

Z (^) t

2

xe−x^ dx (integration by parts: let u = x and dv = e−xdx)

= lim t→∞

x(−e−x)|t 2 −

Z (^) t

2

−e−x^ dx

= lim t→∞(−xe−x^ − e−x)|t 2 = lim t→∞ −(x + 1)e−x|t 2 = lim t→∞(−(t + 1)e−t^ + 3e−^2 ) = 3e−^2 (where limt→∞(t + 1)e−t^ = 0 by L’Hospital’s Rule).

Type 2: Discontinuous Integrands

If f (x) is continuous on [a, b), but discontinous at x = b, then

Z (^) b

a

f (x)dx = lim t→b−

Z (^) t

a

f (x)dx;

If f (x) is continuous on (a, b], but discontinous at x = a, then Z (^) b

a

f (x)dx = lim t→a+

Z (^) b

t

f (x)dx;

If f (x) is discontinuous at c: a < c < b, then Z (^) b

a

f (x)dx =

Z (^) c

a

f (x)dx +

Z (^) b

c

f (x)dx.

Example 22. Determine if the following integrals are convergent or divergent and evaluate if it is convergent.

(a)

Z 3

2

√^1

3 − x

dx,

(b)

Z 2

0

x − 1 dx,

(c)

Z (^) e

0

ln xdx.

√^1

x^3 + 1

≤ (^) x^13 / 2.

Example 26. (^) Z (^) ∞

8

1 + √x x − 6 dx^ =^ divergent. ∵ 1 +

x x − 6 ≥^

√^1

x.

Example 27. Determine whether the integral Z (^) ∞

2

cos^4 x ex^ + sin^2 x + 1

dx

is convergent or divergent.

Solution: Since cos^4 x ex^ + sin^2 x + 1

≤ (^) e^1 x = e−x, Z (^) ∞

2

cos^4 x ex^ + sin^2 x + 1dx^ ≤

Z ∞

2

e−xdx = e−^2.

By Comparison Theorem, the original integral is convergent.

Example 28. Determine whether the integral Z (^1)

0

x^1.^9 sin^2 x

dx

is convergent or divergent.

Solution: Let y = 1/x. Then Z (^1)

0

x^1.^9 sin^2 x

dx =

Z ∞

1

y^0.^1 sin2 1 y

dy ≥

Z ∞

1

y^0.^1

dy = ∞.

8.1 Arc Length

The length of the arc given by the parametric equations x = x(t), y = y(t) (a ≤ t ≤ b) is

L =

Z (^) b

a

s dx dt

dy dt

dt.

There are two special cases t = x or t = y:

L =

Z (^) b

a

s 1 +

dy dx

dx, L =

Z (^) d

c

s dx dy

  • 1dy.

Example 29.

Calculate the length of the arc y = 12 (ex^ + e−x) between x = 0 and x = 2. Solution:

L =

Z 2

0

p 1 + [f ′(x)]^2 dx =

Z 2

0

r 1 + [

2 (e

x (^) − e−x)] (^2) dx =

Z 2

0

r 1 +

4 (e

2 x (^) − 2 + e− 2 x)dx

Z 2

0

r 1 4 (e

2 x (^) + 2 + e− 2 x)dx =

Z 2

0

2 (e

x (^) + e−x)dx =^1 2 (e

x (^) − e−x)| (^20)

=^1

(e^2 − e−^2 )

Example 30.

Calculate the length of the arc

x(t) = t^2 + 10, y(t) =^2 3

t^3 , 0 ≤ t ≤ 3.

Solution: x′(t) = 2t, y′(t) = 2t^2. Hence

L =

Z 3

0

p x′(t)^2 + y′(t)^2 dt =

Z 3

0

p (2t)^2 + (2t^2 )^2 dt

Z 3

0

2 t

1 + t^2 dt =

Z 3

0

1 + t^2 d(1 + t^2 )

=^23 (1 + t^2 )^3 /^2 |^30 =^23 [(10)^3 /^2 − 1] = 20. 41.