9.10 Double Integrals
INTRODUCTION
In Section 9.8 we gave the five steps leading to the definition of the definite integral The analogous steps that lead to the concept of the two-dimensional definite integral, known simply as the double integral of a function f of two variables, will be given next.
- Let z = f(x, y) be defined in a closed and bounded region R of 2-space.
- By means of a grid of vertical and horizontal lines parallel to the coordinate axes, form a partition P of R into n rectangular subregions Rk of areas ΔAk that lie entirely in R.
- Let P be the norm of the partition or the length of the longest diagonal of the Rk.
- Choose a sample point in each subregion Rk. See FIGURE 9.10.1.
- Form the sum f ΔAk.
Thus we have the following definition:
DEFINITION 9.10.1 The Double Integral
Let f be a function of two variables defined on a closed region R of 2-space. Then the double integral of f over R is given by
.(1)
Integrability
If the limit in (1) exists, we say that f is integrable over R and that R is the region of integration. When f is continuous on R, then f is necessarily integrable over R.
Area
When f(x, y) = 1 on R, then simply gives the area A of the region; that is,
(2)
Volume
If f(x, y) ≥ 0 on R, then, as shown in FIGURE 9.10.2, the product f ΔAk can be interpreted as the volume of a rectangular prism of height f and base of area ΔAk. The summation of volumes f ΔAk is an approximation to the volume V of the solid above the region R and below the surface z = f(x, y). The limit of this sum as P → 0, if it exists, gives the exact volume of this solid; that is, if f is nonnegative on R, then
(3)
Properties
The double integral possesses the following properties:
THEOREM 9.10.1 Properties of Double Integrals
Let f and g be functions of two variables that are integrable over a region R. Then
- kf(x, y) dA = kf(x, y) dA, where k is any constant
- [f(x, y) ± g(x, y)] dA = f(x, y) dA ± g(x, y) dA
- f(x, y) dA = f(x, y) dA + f(x, y) dA, where R1 and R2 are subregions of R
that do not overlap and R = R1 ∪ R2.
Part (iii) of Theorem 9.10.1 is the two-dimensional equivalent of FIGURE 9.10.3 illustrates the division of a region into subregions R1 and R2 for which R = R1 ∪ R2. R1 and R2 can have no points in common except possibly on their common border. Furthermore, Theorem 9.10.1(iii) extends to any finite number of nonoverlapping subregions whose union is R.
Regions of Type I and II
The region shown in FIGURE 9.10.4(a),
R: a ≤ x ≤ b, g1(x) ≤ y ≤ g2(x),
where the boundary functions g1 and g2 are continuous, is called a region of Type I. In Figure 9.10.4(b), the region
R: c ≤ y ≤ d, h1(y) ≤ x ≤ h2(y),
where the functions h1 and h2 are continuous, is called a region of Type II.
Iterated Integrals
Since the partial integral (x, y) dy is a function of x alone, we may in turn integrate the resulting function now with respect to x. If f is continuous on a region of Type I, we define an iterated integral of f over the region by
.(4)
The basic idea in (4) is to carry out successive integrations. The partial integral with respect to y gives a function of x, which is then integrated in the usual manner from x = a to x = b. The end result of both integrations will be a real number. In a similar manner, we define an iterated integral of a continuous function f over a region of Type II by
.(5)
Evaluation of Double Integrals
Iterated integrals provide the means for evaluating a double integral R f(x, y) dA over a region of Type I or Type II or a region that can be expressed as a union of a finite number of these regions. The following result is due to the Italian mathematician Guido Fubini (1879–1943).
THEOREM 9.10.2 Fubini’s Theorem
Let f be continuous on a region R.
- If R is of Type I, then
.(6)
- If R is of Type II, then
.(7)
Theorem 9.10.2 is the double integral analogue of the Fundamental Theorem of Calculus. While Theorem 9.10.2 is difficult to prove, we can get some intuitive feeling for its significance by considering volumes. Let R be a Type I region and z = f(x, y) be continuous and nonnegative on R. The area A of the vertical plane, as shown in FIGURE 9.10.5, is the area under the trace of the surface z = f(x, y) in the plane x = constant and hence is given by the partial integral
By summing all these areas from x = a to x = b, we obtain the volume V of the solid above R and below the surface:
But, as we have already seen in (3), this volume is also given by the double integral
.
EXAMPLE 1 Evaluation of a Double Integral
Evaluate the double integral R ex + 3y dA over the region bounded by the graphs of y = 1, y = 2, y = x, and y = –x + 5. See FIGURE 9.10.6.
SOLUTION
As seen in the figure, the region is of Type II; hence, by (7) we integrate first with respect to x from the left boundary x = y to the right boundary x = 5 – y:
As an aid in reducing a double integral to an iterated integral with correct limits of integration, it is useful to visualize, as suggested in the foregoing discussion, the double integral as a double summation process. Over a Type I region the iterated integral (x, y) dy dx is first a summation in the y-direction. Pictorially, this is indicated by the vertical arrow in FIGURE 9.10.7(a); the typical rectangle in the arrow has area dy dx. The dy placed before the dx signifies that the “volumes” f(x, y) dy dx of prisms built up on the rectangles are summed vertically with respect to y from the lower boundary curve g1 to the upper boundary curve g2. The dx following the dy signifies that the result of each vertical summation is then summed horizontally with respect to x from left (x = a) to right (x = b). Similar remarks hold for double integrals over regions of Type II. See Figure 9.10.7(b). Recall from (2) that when f(x, y) = 1, the double integral A = R dA gives the area of the region. Thus, Figure 9.10.7(a) shows that dx adds the rectangular areas vertically and then horizontally, whereas Figure 9.10.7(b) shows that dy adds the rectangular areas horizontally and then vertically.
Reversing the Order of Integration
A problem may become easier when the order of integration is changed or reversed. Also, some iterated integrals that may be impossible to evaluate using one order of integration can perhaps be evaluated using the reverse order of integration.
EXAMPLE 2 Reversing the Order of Integration
Evaluate R x dA over the region R in the first quadrant bounded by the graphs of y = x2, x = 0, y = 4.
SOLUTION
When the region is viewed as Type I, we have from FIGURE 9.10.8 (a), 0 ≤ x ≤ 2, x2 ≤ y ≤ 4, and so
The difficulty here is that the partial integral dy cannot be evaluated, since has no elementary antiderivative with respect to y. However, as we see in Figure 9.10.8(b), we can interpret the same region as a Type II region defined by 0 ≤ y ≤ 4, 0 ≤ x ≤ . Hence, from (7)
Laminas with Variable Density—Center of Mass
If ρ is a constant density (mass per unit area), then the mass of the lamina coinciding with a region bounded by the graphs of y = f(x), the x-axis, and the lines x = a and x = b is
(8)
If a lamina corresponding to a region R has a variable density ρ(x, y), where ρ is nonnegative and continuous on R, then analogous to (8) we define its mass m by the double integral
.(9)
The coordinates of the center of mass of the lamina are then
,,(10)
where (11)
are the moments of the lamina about the y- and x-axes, respectively. The center of mass is the point where we consider all the mass of the lamina to be concentrated. If ρ(x, y) is a constant, the center of mass is called the centroid of the lamina.
EXAMPLE 3 Center of Mass
A lamina has the shape of the region in the first quadrant that is bounded by the graphs of y = sin x, y = cos x, between x = 0 and x = π/4. Find its center of mass if the density is ρ(x, y) = y.
SOLUTION
From FIGURE 9.10.9 we see that
Now,
Similarly,
Hence, from (10),
Thus the center of mass has the approximate coordinates (0.29, 0.68). ≡
Moments of Inertia
The integrals Mx and My in (11) are also called the first moments of a lamina about the x-axis and y-axis, respectively. The so-called second moments of a lamina or moments of inertia about the x- and y-axes are, in turn, defined by the double integrals
and .(12)
A moment of inertia is the rotational equivalent of mass. For translational motion, kinetic energy is given by K = mv2, where m is mass and v is linear speed. The kinetic energy of a particle of mass m rotating at a distance r from an axis is K = mv2 = m(rω)2 = (mr2)ω2 = Iω2, where I = mr2 is its moment of inertia about the axis of rotation and ω is angular speed.
EXAMPLE 4 Moment of Inertia
Find the moment of inertia about the y-axis of the thin homogeneous disk of mass m shown in FIGURE 9.10.10.
SOLUTION
Since the disk is homogeneous, its density is the constant ρ(x, y) = m/πr2. Hence, from (12),
Radius of Gyration
The radius of gyration of a lamina of mass m and the moment of inertia I about an axis is defined by
(13)
Since (13) implies that the radius of gyration is interpreted as the radial distance the lamina, considered as a point mass, can rotate about the axis without changing the rotational inertia of the body. In Example 4 the radius of gyration is Rg = = r/2.
9.10 Exercises Answers to selected odd-numbered problems begin on page ANS-25.
In Problems 1–8, evaluate the given partial integral.
- tan xy dy
- x3exy dy
In Problems 9–12, sketch the region of integration for the given iterated integral.
- f(x, y) dy dx
In Problems 13–22, evaluate the double integral over the region R that is bounded by the graphs of the given equations. Choose the most convenient order of integration.
- x3y2 dA; y = x, y = 0, x = 1
- (x + 1) dA; y = x, x + y = 4, x = 0
- (2x + 4y + 1) dA; y = x2, y = x3
- xey dA; R the same as in Problem 13
- 2xy dA; y = x3, y = 8, x = 0
- dA; y = x2 + 1, y = 3 – x2
- dA; y = 0, y = 1, x = 0, x = 1
- dA; x = y2, x = 0, y = 1, y = 2
- dA; x = y, x = –y, x =
- dA; y = tan−1x, y = 0, x = 1
- Consider the solid bounded by the graphs of x2 + y2 = 4, z = 4 – y, and z = 0 shown in FIGURE 9.10.11. Choose and evaluate the correct integral representing the volume V of the solid.
- (4 – y) dy dx
- (4 – y) dy dx
- (4 – y) dx dy
- Consider the solid bounded by the graphs of x2 + y2 = 4 and y2 + z2 = 4. An eighth of the solid is shown in FIGURE 9.10.12. Choose and evaluate the correct integral representing the volume V of the solid.
- (4 – y2)1/2 dy dx
- (4 – y2)1/2 dx dy
- (4 – x2)1/2 dy dx
In Problems 25–34, find the volume of the solid bounded by the graphs of the given equations.
- 2x + y + z = 6, x = 0, y = 0, z = 0, first octant
- z = 4 – y2, x = 3, x = 0, y = 0, z = 0, first octant
- x2 + y2 = 4, x – y + 2z = 4, x = 0, y = 0, z = 0, first octant
- y = x2, y + z = 3, z = 0
- z = 1 + x2 + y2, 3x + y = 3, x = 0, y = 0, z = 0, first octant
- z = x + y, x2 + y2 = 9, x = 0, y = 0, z = 0, first octant
- yz = 6, x = 0, x = 5, y = 1, y = 6, z = 0
- z = 4 – x2 – y2, z = 0
- z = 4 – y2, x2 + y2 = 2x, z = 0
- z = 1 – x2, z = 1 – y2, x = 0, y = 0, z = 0, first octant
In Problems 35–40, evaluate the given iterated integral by reversing the order of integration.
In Problems 41–50, find the center of mass of the lamina that has the given shape and density.
- x = 0, x = 4, y = 0, y = 3; ρ(x, y) = xy
- x = 0, y = 0, 2x + y = 4; ρ(x, y) = x2
- y = x, x + y = 6, y = 0; ρ(x, y) = 2y
- y = |x|, y = 3; ρ(x, y) = x2 + y2
- y = x2, x = 1, y = 0; ρ(x, y) = x + y
- x = y2, x = 4; ρ(x, y) = y + 5
- y = 1 – x2, y = 0; density at a point P directly proportional to the distance from the x-axis
- y = sin x, 0 ≤ x ≤ π, y = 0; density at a point P directly proportional to the distance from the y-axis
- y = ex, x = 0, x = 1, y = 0; ρ(x, y) = y3
- y = y = 0; ρ(x, y) = x2
In Problems 51–54, find the moment of inertia about the x-axis of the lamina that has the given shape and density.
- x = y – y2, x = 0; ρ(x, y) = 2x
- y = x2, y = ; ρ(x, y) = x2
- y = cos x, –π/2 ≤ x ≤ π/2, y = 0; ρ(x, y) = k (constant)
- y = x = 0, y = 0, first quadrant; ρ(x, y) = y
In Problems 55–58, find the moment of inertia about the y-axis of the lamina that has the given shape and density.
- y = x2, x = 0, y = 4, first quadrant; ρ(x, y) = y
- y = x2, y = ρ(x, y) = x2
- y = x, y = 0, y = 1, x = 3; ρ(x, y) = 4x + 3y
- Same R and density as in Problem 47
In Problems 59 and 60, find the radius of gyration about the indicated axis of the lamina that has the given shape and density.
- x = x = 0; ρ(x, y) = x; y-axis
- x + y = a, a > 0, x = 0, y = 0; ρ(x, y) = k (constant); x-axis
- A lamina has the shape of the region bounded by the graph of the ellipse x2/a2 + y2/b2 = 1. If its density is ρ(x, y) = 1, find:
- the moment of inertia about the x-axis of the lamina,
- the moment of inertia about the y-axis of the lamina,
- the radius of gyration about the x-axis [Hint: The area of the ellipse is πab], and
- the radius of gyration about the y-axis.
- A cross section of an experimental airfoil is the lamina shown in FIGURE 9.10.13. The arc ABC is elliptical, whereas the two arcs AD and CD are parabolic. Find the moment of inertia about the x-axis of the lamina under the assumption that the density is ρ(x, y) = 1.
The polar moment of inertia of a lamina with respect to the origin is defined to be
I0 = (x2 + y2)ρ(x, y) dA = Ix + Iy.
In Problems 63–66, find the polar moment of inertia of the lamina that has the given shape and density.
- x + y = a, a > 0, x = 0, y = 0; ρ(x, y) = k (constant)
- y = x2, y = ; ρ(x, y) = x2 [Hint: See Problems 52 and 56.]
- x = y2 + 2, x = 6 – y2; density at a point P inversely proportional to the square of the distance from the origin
- y = x, y = 0, y = 3, x = 4; ρ(x, y) = k (constant)
- Find the radius of gyration in Problem 63.
- Show that the polar moment of inertia about the center of a thin homogeneous rectangular plate of mass m, width w, and length l is I0 = m(l2 + w2)/12.