18.7 Differential Equations 625
exact solution of these equations renders detailed behavior of the system under the given set of
conditions. Examples of governing equations, boundary conditions, initial conditions, and solu-
tions are shown in Table 18.8.
In Example 1, the functionYrepresents the deflection of the beam at the location denoted
by the position variableX. As shown in Table 18.8, the variableXvaries from zero toL, the
position of the beam. NoteXis measured from the left-support point. The load or the force acting
TABLE 18.8 Examples of Governing Differential Equations, Boundary Conditions, Initial Conditions,
and Exact Solutions for Some Engineering Problems
Governing Solution,
Boundary Conditions
Problem Type or Initial Conditions Solution
Example 1: The deflection of a beam. Deflection of the beamY, as the function
Boundary conditions:
of distance X:
atX0,Y0 and
atXL,Y 0
Example 2: The oscillation of an The position of the massy, as the function
elastic system.
where
of time:y(t) y 0 cos vnt
Initial conditions:
at timet0,yy 0 and
at timet0,
Example 3: The temperature Temperature distribution along the
distribution along a long fin.
Boundary conditions:
fin as the function ofX:
at X0,TTbase
asLSq,TTair
TTair 1 TbaseTair 2 e
B
hp
kAc
X
d
2
T
dX
2
hp
kAc
1 TTair 2 0
dy
dt
0
v^2 n
k
m
d
2
y
dt
2 v
2
n^ y^0
Y
w
24 EI
1 X^4 2 LX^3 L^3 X 2
EI
d
2
Y
dX
2
wX 1 LX 2
2
W
L
E,I
X
Y
m
k
y
y 0
X
L
Tbase
Tair, h
AC
p = Perimeter
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