Barna Szabó - Finite Element Analysis

Здесь есть возможность читать онлайн «Barna Szabó - Finite Element Analysis» — ознакомительный отрывок электронной книги совершенно бесплатно, а после прочтения отрывка купить полную версию. В некоторых случаях можно слушать аудио, скачать через торрент в формате fb2 и присутствует краткое содержание. Жанр: unrecognised, на английском языке. Описание произведения, (предисловие) а так же отзывы посетителей доступны на портале библиотеки ЛибКат.

Finite Element Analysis: краткое содержание, описание и аннотация

Предлагаем к чтению аннотацию, описание, краткое содержание или предисловие (зависит от того, что написал сам автор книги «Finite Element Analysis»). Если вы не нашли необходимую информацию о книге — напишите в комментариях, мы постараемся отыскать её.

Finite Element Analysis <p><b>An updated and comprehensive review of the theoretical foundation of the finite element method</b> <p>The revised and updated second edition of <i>Finite Element Analysis: Method, Verification, and Validation</i> offers a comprehensive review of the theoretical foundations of the finite element method and highlights the fundamentals of solution verification, validation, and uncertainty quantification. Written by noted experts on the topic, the book covers the theoretical fundamentals as well as the algorithmic structure of the finite element method. The text contains numerous examples and helpful exercises that clearly illustrate the techniques and procedures needed for accurate estimation of the quantities of interest. In addition, the authors describe the technical requirements for the formulation and application of design rules. <p>Designed as an accessible resource, the book has a companion website that contains a solutions manual, PowerPoint slides for instructors, and a link to finite element software. This important text: <ul><li>Offers a comprehensive review of the theoretical foundations of the finite element method</li> <li>Puts the focus on the fundamentals of solution verification, validation, and uncertainty quantification</li> <li>Presents the techniques and procedures of quality assurance in numerical solutions of mathematical problems</li> <li>Contains numerous examples and exercises</li></ul> <p>Written for students in mechanical and civil engineering, analysts seeking professional certification, and applied mathematicians, <i>Finite Element Analysis: Method, Verification, and Validation, Second Edition</i> includes the tools, concepts, techniques, and procedures that help with an understanding of finite element analysis.

Finite Element Analysis — читать онлайн ознакомительный отрывок

Ниже представлен текст книги, разбитый по страницам. Система сохранения места последней прочитанной страницы, позволяет с удобством читать онлайн бесплатно книгу «Finite Element Analysis», без необходимости каждый раз заново искать на чём Вы остановились. Поставьте закладку, и сможете в любой момент перейти на страницу, на которой закончили чтение.

Тёмная тема
Сбросить

Интервал:

Закладка:

Сделать

Summary of the main points

1 The definition of the integral by eq. (1.8)made it possible to find an approximation to the exact solution u of eq. (1.5)without knowing u.

2 A formulation cannot be meaningful unless all indicated operations are defined. In the case of eq. (1.5)this means that and are finite on the interval . In the case of eq. (1.11)the integralmust be finite which is a much less stringent condition. In other words, eq. (1.8)is meaningful for a larger set of functions u than eq. (1.5)is. Equation (1.5)is the strong form, whereas eq. (1.11)is the generalized or weak form of the same differential equation. When the solution of eq. (1.5)exists then un converges to that solution in the sense that the limit of the integral is zero.

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 Finite Element Analysis - изображение 149. 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 - фото 150, subject only to the restriction that all of the operations indicated in the following are properly defined, we have

(1.17) Using the product rule we get therefore eq 117is - фото 151

Using the product rule; we get therefore eq 117is transformed to 118 - фото 152we get

therefore eq 117is transformed to 118 We introduce the following - фото 153

therefore eq. (1.17)is transformed to:

(1.18) We introduce the following notation 119 where i - фото 154

We introduce the following notation:

(1.19) where is a bilinear form A bilinear form has the property that it is linear - фото 155

where картинка 156is 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.1.3of Appendix A. We define the linear form:

(1.20) The forcing function may be a sum of forcing functions some or - фото 157

The forcing function may be a sum of forcing functions some or all of which may be the Dirac - фото 158may be a sum of forcing functions: Finite Element Analysis - изображение 159, some or all of which may be the Dirac delta function 4 multiplied by a constant. For example if Finite Element Analysis - изображение 160then

(1.21) The properties of linear forms are listed in Section A12 Note that in eq - фото 161

The properties of linear forms are listed in Section A.1.2. Note that картинка 162in eq. (1.21)is a linear form only if v is continuous and bounded.

The definitions of картинка 163and картинка 164are 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 to , or more generally where are real numbers. If the interval includes both boundary points then the interval is a closed interval denoted by .We have seen in the introductory example that the error is minimized in energy norm, that is, , equivalently is minimum. The square root is introduced so that (where α is a constant) holds. This is one of the definitive properties of norms listed in Section A.1.1.

2 The energy space, denoted by , is the set of all functions u defined on I that satisfy the following condition: (1.23)Since infinitely many linearly independent functions satisfy this condition, the energy space is infinite‐dimensional.

3 The trial space, denoted by , is a subspace of . When boundary conditions are prescribed on u, such as and/or , then the functions that lie in satisfy those boundary conditions. Note that when and/or then is not a linear space. This is because the condition stated under item 1 in Section A.1.1is not satisfied. When u is prescribed on a boundary then that boundary condition is called an essential boundary condition. If no essential boundary conditions are prescribed on u then .

4 The test space, denoted by , is a subspace of . When boundary conditions are prescribed on u, such as and/or then the functions that lie in are zero in those boundary points.If no boundary conditions are prescribed on u then . If is prescribed and is not known then(1.24) (1.25)If is not known and is prescribed then(1.26) (1.27) If and are prescribed then(1.28) (1.29)

We are now in a position to describe the generalized formulation for various boundary conditions in a concise manner;

1 When u is prescribed on a boundary then the boundary condition is called essential or Dirichlet 5 boundary condition. Let us assume that u is prescribed on both boundary points. In this case we write where is the function to be approximated and is an arbitrary fixed function that satisfies the boundary conditions. Substituting for u in eq. (1.18)we have:(1.30) and the generalized formulation is stated as follows: “Find such that for all ” where is defined by eq. (1.29). Note that is independent of the choice of . Essential boundary conditions are enforced by restriction on the space of admissible functions.

2 When is prescribed on a boundary then the boundary condition is called Neumann 6 boundary condition. Assume that and are prescribed. In this case(1.31) and the generalized formulation is: “Find such that for all ” where is defined by eq. (1.25).An important special case is when and and are prescribed. In this case:(1.32) and the generalized formulation is “Find such that for all where is defined by eq. (1.23).” Since the left‐hand side is zero for (constant) the specified data must satisfy the condition(1.33)

Читать дальше
Тёмная тема
Сбросить

Интервал:

Закладка:

Сделать

Похожие книги на «Finite Element Analysis»

Представляем Вашему вниманию похожие книги на «Finite Element Analysis» списком для выбора. Мы отобрали схожую по названию и смыслу литературу в надежде предоставить читателям больше вариантов отыскать новые, интересные, ещё непрочитанные произведения.


Отзывы о книге «Finite Element Analysis»

Обсуждение, отзывы о книге «Finite Element Analysis» и просто собственные мнения читателей. Оставьте ваши комментарии, напишите, что Вы думаете о произведении, его смысле или главных героях. Укажите что конкретно понравилось, а что нет, и почему Вы так считаете.

x