Название: Finite Element Analysis
Автор: Barna Szabó
Издательство: John Wiley & Sons Limited
Жанр: Физика
isbn: 9781119426462
isbn:
3 The error depends on the span and not on the choice of basis functions.
1.2 Generalized formulation
We have seen in the foregoing discussion that it is possible to approximate the exact solution u of eq. (1.5) without knowing u when
. In this section the formulation is outlined for other boundary conditions.The generalized formulation outlined in this section is the most widely implemented formulation; however, it is only one of several possible formulations. It has the properties of stability and consistency. For a discussion on the requirements of stability and consistency in numerical approximation we refer to [5].
1.2.1 The exact solution
If eq. (1.5) holds then for an arbitrary function
, subject only to the restriction that all of the operations indicated in the following are properly defined, we haveUsing the product rule;
we gettherefore eq. (1.17) is transformed to:
We introduce the following notation:
(1.19)
where
is a bilinear form. A bilinear form has the property that it is linear with respect to each of its two arguments. The properties of bilinear forms are listed Section A.1.3 of Appendix A. We define the linear form:The forcing function
may be a sum of forcing functions: , some or all of which may be the Dirac delta function4 multiplied by a constant. For example if thenThe properties of linear forms are listed in Section A.1.2. Note that
in eq. (1.21) is a linear form only if v is continuous and bounded.The definitions of
and are modified depending on the boundary conditions. Before proceeding further we need the following definitions.1 The energy norm is defined by(1.22) where I represents the open interval . This notation should be understood to mean that if and only if x satisfies the condition to the right of the bar (). This notation may be shortened СКАЧАТЬ