Civil Engineering Reference
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f(x)
f(x)
f(x i )
f(x i+1/2 )
(x)
x i
x i+1/2
x i+1
x
f(x i+1 )
∆x
∆x
Figure 1.3. Bisection method.
The process is continued by bisecting the subinterval containing the root
and repeating the procedure until the desired accuracy is achieved. After
n bisections, the size of the original interval has been reduced by a factor
of 2 n .
Example 1.9 Bisection method
Refine the search of the function from Example 1.7 between 1.0 and 1.25
using the bisection method to increase the accuracy. Use e = 0.01 that is
| f ( x )| < e :
3
2
x
84
.
x
+
20 16
.
x
13 824
.
=
0
Begin by solving the equation for 1 and 1.25, which was done in
Example 1.7. The sign changes, so a root lies between the two. We also
know from the refined incremental search method the root should fall
between 1.175 and 1.2. Next, bisect the increment between 1 and 1.25,
which is a value of 1.125. Evaluate the function at that point and com-
pare the two subintervals for the sign changes. Also, check to see if
the desired accuracy on f ( x ) is achieved. This occurs between 1.125
and 1.25, so that interval is subdivided again at 1.1875. Continue the
bisections until the desired accuracy is achieved. Note in Table 1.12
this occurs at x = 1.1992 where f ( x ) = -0.0034. This is the last bisection
between 1.1953 and 1.2031.
 
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