Numerical Integration Expressions for and 
Now, we apply the Gauss quadrature rule (equation 12.1) to the expressions (11.48) and (11.51) for the element coefficient matrix and the element force vector . To select the number of Gauss point, we used to evaluate the degree of the integrands. For this purpose, we rewrite these expressions as:
, |
(12.30) |
and
, |
(12.31) |
where the integrands are given by
, |
(12.32) |
and
. |
(12.33) |
For the sake of concreteness, we make the following choices:
is a constant function of x (constant Young's modulus)
is a linear function of x (tapered bar)
is a quadratic function of x (quadratic loading)
- The order of approximation is p . Thus, degree of
is p and that of its derivative is 
Now, the degree of the integrand becomes
, |
(12.34) |
and that of is given by
. |
(12.35) |
Let the maximum of and be . Thus,
. |
(12.36) |
Now, we use equation (12.29) to select the number of Gauss points. Using equations (12.34) and (12.36), we get the following values of n for 
Similarly, we can obtain n for .
Application of the Gauss quadrature rule (equation 12.1) to the integrals (12.30) - (12.31) leads to the following expressions for and :
, |
(12.38) |
and
 |
(12.39) |
where and are given by equations (12.32)-(12.33) and n is given by equation (12.37). The Gauss point coordinates and the weights corresponding to n are to be taken from Table 12.1.
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