1.1 Brief Historical Comments 11
With the rapid development of the theory and applications of differen-
tial equations, the closed form analytical solutions of many different types
of equations were hardly possible. However, it is extremely important and
absolutely necessary to provide some insight into the qualitative and quan-
titative nature of solutions subject to initial and boundary conditions. This
insight usually takes the form of numerical and graphical representatives of
the solutions. It was E. Picard (1856–1941) wh o first developed the method
of successive approximations for the solutions of differential equations in
most general form and later made it an essential part of his treatment of
differential equations in the second volume of his Trait´ed’Analysepublished
in 1896. During the last two centuries, the calculus of finite differences in
various forms played a significant role in finding the numerical solutions of
differential equations. Historically, many well known integration formulas
and numerical methods including the Euler–Maclaurin formula, Gregory
integration formula, the Gregory–Newton formula, Simpson’s rule, Adam–
Bashforth’s method, the Jacobi iteration, the Gauss–Seidel method, and the
Runge–Kutta method have been developed and then generalized in various
forms.
With the development of modern calculators and high-speed electronic
computers, there has b een an increasing trend in research toward the numer-
ical solution of ordinary an d partial differential equations during the twen-
tieth century. Special attention has also given to in depth studies of conver-
gence, stability, error analysis, and accuracy of numerical solutions. Many
well-known numerical methods including the Crank–Nicolson methods, the
Lax–Wendroff method, Richtmyer’s method, and Stone’s implicit iterative
technique have been develop ed in the second half of the twentieth century.
All finite difference methods reduce differential equations to discrete forms.
In recent years, more modern and powerful computational methods such
as the finite element method and the boundary element method have been
developed in order to handle curved or irregularly shaped domains. These
methods are distinguished by their more general character, which makes
them more capable of dealing with complex geometries, allows them to
use non-structured grid systems, and allows more natural imposition of the
boundary conditions.
During the second half of the nineteenth century, considerable attention
was given to problems concerning the existence, uniqueness, and stability
of solutions of partial differential equations. These studies involved not
only the Laplace equat ion, but the wave and diffusion equations as well,
and were eventually extended to partial differential equations with variable
coefficients. Through the years, tremendous progress has been made on
the general theory of ordinary and partial differential equations. With the
advent of new ideas and methods, new results and applications, both an-
alytical and numerical studies are continually being added to this subject.
Partial differential equations have been the subject of vigorous mathemat-
ical research for over three centuries and remain so today. This is an active