4.5 Dirac Delta Function
INTRODUCTION
Just before the Remarks on page 229, we indicated that as an immediate consequence of Theorem 4.2.3, F(s) = 1 cannot be the Laplace transform of a function f that is piecewise continuous on [0, ∞) and of exponential order. In the discussion that follows we are going to introduce a function that is very different from the kinds that you have studied in previous courses. We shall see that there does indeed exist a function, or more precisely a generalized function, whose Laplace transform is F(s) = 1.
Unit Impulse
Mechanical systems are often acted on by an external force (or emf in an electrical circuit) of large magnitude that acts only for a very short period of time. For example, a vibrating airplane wing could be struck by lightning, a mass on a spring could be given a sharp blow by a ball peen hammer, a ball (baseball, golf ball, tennis ball) could be sent soaring when struck violently by some kind of club (baseball bat, golf club, tennis racket). See FIGURE 4.5.1. The graph of the piecewise-defined function
(1)
a > 0, t0 > 0, shown in FIGURE 4.5.2(a), could serve as a model for such a force. For a small value of a, δa(t − t0) is essentially a constant function of large magnitude that is “on” for just a very short period of time, around t0. The behavior of δa(t − t0) as a → 0 is illustrated in Figure 4.5.2(b). The function δa(t − t0) is called a unit impulse since it possesses the integration property (t − t0)dt = 1.
The Dirac Delta Function
In practice it is convenient to work with another type of unit impulse, a “function” that approximates δa(t − t0) and is defined by the limit
(2)
The latter expression, which is not a function at all, can be characterized by the two properties
The unit impulse is called the Dirac delta function after its inventor, the English theoretical physicist Paul Adrien Maurice Dirac (1902–1984). Dirac shared the Nobel Prize in Physics in 1933.
It is possible to obtain the Laplace transform of the Dirac delta function by the formal assumption that {δ(t − t0)} = lima→0 {δa(t − t0)}.
THEOREM 4.5.1 Transform of the Dirac Delta Function
For ,
.(3)
PROOF:
To begin, we can write δa(t − t0) in terms of the unit step function by virtue of (11) and (12) of Section 4.3:
By linearity and (14) of Section 4.3, the Laplace transform of this last expression is
(4)
Since (4) has the indeterminate form 0/0 as a → 0, we apply L’Hôpital’s rule:
≡
Now when t0 = 0, it seems plausible to conclude from (3) that
The last result emphasizes the fact that δ(t) is not the usual type of function that we have been considering since we expect from Theorem 4.2.3 that {f(t)} → 0 as s → ∞.
EXAMPLE 1 Two Initial-Value Problems
Solve y″ + y = 4 δ (t − 2π) subject to
(a) y(0) = 1, y′(0) = 0
(b) y(0) = 0, y′(0) = 0.
The two initial-value problems could serve as models for describing the motion of a mass on a spring moving in a medium in which damping is negligible. At t = 2π the mass is given a sharp blow. In part (a) the mass is released from rest 1 unit below the equilibrium position. In part (b) the mass is at rest in the equilibrium position.
SOLUTION
(a) From (3) the Laplace transform of the differential equation is
s2Y(s) − s + Y(s) = 4e−2πs or Y(s) = .
Using the inverse form of the second translation theorem, (15) of Section 4.3, we find
y(t) = cos t + 4 sin(t − 2π) (t − 2π).
Since sin(t − 2π) = sin t, the foregoing solution can be written as
(5)
In FIGURE 4.5.3 we see from the graph of (5) that the mass is exhibiting simple harmonic motion until it is struck at t = 2π. The influence of the unit impulse is to increase the amplitude of vibration to for t > 2π.
(b) In this case the transform of the equation is simply
and so
(6)
The graph of (6) in FIGURE 4.5.4 shows, as we would expect from the initial conditions, that the mass exhibits no motion until it is struck at t = 2π. ≡
Alternative Definition
If were a function in the traditional sense, then property (i) on page 257 would imply rather than
Because the Dirac delta function did not “behave” like an ordinary function, even though its users produced correct results, it was initially met with great scorn by mathematicians. However, in the 1940s Dirac’s controversial function was put on a rigorous footing by the French mathematician Laurent Schwartz (1915–2002) in his book Théorie des distributions, and this, in turn, led to an entirely new branch of mathematics known as the theory of distributions or generalized functions. In this theory (2) is not the accepted definition of nor does one speak of a function whose values are either or 0. Although we shall not pursue this topic any further, suffice it to say that the Dirac delta function is best characterized by its effect on other functions. If f is a continuous function, then
(7)
can be taken as the definition of This result is known as the sifting property since has the effect of sifting the value out of the set of values of f on Note that with then (7) gives
(8)
Similarly, if then (7) gives immediately
(9)
The results in (8) and (9) are consistent with property (ii) and (3) on page 257. See Problems 19 and 20 in Exercises 4.5.
REMARKS
In the Remarks in Section 4.2 we indicated that the transfer function of a general linear nth-order differential equation with constant coefficients is W(s) = 1/P(s), where P(s) = ansn + an −1sn − 1 + + a0. The transfer function is the Laplace transform of function w(t), called the weight function of a linear system. But w(t) can be characterized in terms of the discussion at hand. For simplicity let us consider a second-order linear system in which the input is a unit impulse at t = 0:
a2 y″ + a1 y′ + a0 y = δ(t), y(0) = 0, y′(0) = 0.
Applying the Laplace transform and using {δ(t)} = 1 shows that the transform of the response y in this case is the transfer function
From this we can see, in general, that the weight function y = w(t) of an nth-order linear system is the zero-state response of the system to a unit impulse. For this reason w(t) is called as well the impulse response of the system.
4.5 Exercises Answers to selected odd-numbered problems begin on page ANS-11.
In Problems 1–14, use the Laplace transform to solve the given differential equation subject to the indicated initial conditions.
- y′ − 3y = δ(t − 2), y(0) = 0
- y′ + y = δ(t − 1), y(0) = 2
- y″ + y = δ(t − 2π), y(0) = 0, y′(0) = 1
- y″ + 16y = δ(t − 2π), y(0) = 0, y′(0) = 0
- y″ + y = δ(t − π/2) + δ(t − 3π/2), y(0) = 0, y′(0) = 0
- y″ + y = δ(t − 2π) + δ(t − 4π), y(0) = 1, y′(0) = 0
- y″ + 2y′ = δ(t − 1), y(0) = 0, y′(0) = 1
- y″ − 2y′ = 1 + δ(t − 2), y(0) = 0, y′(0) = 1
- y″ + 4y′ + 5y = δ(t − 2π), y(0) = 0, y′(0) = 0
- y″ + 2y′ + y = δ(t − 1), y(0) = 0, y′(0) = 0
- y″ + 4y′ + 13y = δ(t− π) + δ(t− 3π), y(0) = 1, y′(0) = 0
- y″ − 7y′ + 6y = et + δ(t− 2) + δ(t − 4), y(0) = 0, y′(0) = 0
- y″ + y = (t − 1) + δ(t − 2) − (t − 3), y(0) = 0, y′(0) = 0
- y″ + 2y′ + y = (t − 1)(t − 1) + δ(t − 5), y(0) = 0, y′(0) = 0
In Problems 15 and 16, use the Laplace transform to solve the given initial-value problem. Graph your solution on the interval
In Problems 17 and 18, a uniform beam of length L carries a concentrated load w0 at Solve the differential equation
subject to the given boundary conditions.
- y(0) = 0, y′(0) = 0, y″(L) = 0, y‴(L) = 0
- y(0) = 0, y′(0) = 0, y(L) = 0, y′(L) = 0
In Problems 19 and 20, use the Laplace transform and (7) to solve the given initial-value problem. Use a graphing utility to graph the solution.
- y″ + y = 2 cos t δ(t − π) + 6 cos t δ(t − 2π), y(0) = 1, y′(0) = 0
- y″ + 4y′ + 3y = et δ(t − 1), y(0) = 0, y′(0) = 2