Barna Szabó - Finite Element Analysis

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Finite Element Analysis: краткое содержание, описание и аннотация

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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.

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The choice of basis functions is guided by considerations of implementation, keeping the condition number of the coefficient matrices small, and personal preferences. For the symmetric positive‐definite matrices considered here the condition number C is the largest eigenvalue divided by the smallest. The number of digits lost in solving a linear problem is roughly equal to картинка 268. Characterizing the condition number as being large or small should be understood in this context. In the finite element method the condition number depends on the choice of the basis functions and the mesh.

The standard polynomial basis functions, called shape functions, can be defined in various ways. We will consider shape functions based on Lagrange polynomials and Legendre 12 polynomials. We will use the same notation for both types of shape function.

Lagrange shape functions

Lagrange shape functions of degree p are constructed by partitioning картинка 269into p sub‐intervals. The length of the sub‐intervals is typically картинка 270but the lengths may vary. The node points are and The i th shape function is unity in the i th node po - фото 271, and The i th shape function is unity in the i th node point and is zero in - фото 272and The i th shape function is unity in the i th node point and is zero in the - фото 273. The i th shape function is unity in the i th node point and is zero in the other node points:

(1.50) These shape functions have the following important properties 151 For - фото 274

These shape functions have the following important properties:

(1.51) For example for the equally spaced node points are - фото 275

For example, for картинка 276the equally spaced node points are картинка 277, картинка 278, картинка 279. The corresponding Lagrange shape functions are illustrated in Fig. 1.3.

Exercise 1.5Sketch the Lagrange shape functions for картинка 280.

Legendre shape functions

For we have 152 For we define the shape functions as follows - фото 281we have

(1.52) For we define the shape functions as follows 153 - фото 282

For we define the shape functions as follows 153 F - фото 283we define the shape functions as follows:

(1.53) Figure 13 Lagrange shape functions in one dimension - фото 284

Figure 13 Lagrange shape functions in one dimension where - фото 285

Figure 1.3 Lagrange shape functions in one dimension, картинка 286.

where картинка 287are the Legendre polynomials. The definition of Legendre polynomials is given in Appendix D. These shape functions have the following important properties:

1 Orthogonality. For :(1.54) This property follows directly from the orthogonality of Legendre polynomials, see eq. (D.13) in the appendix.

2 The set of shape functions of degree p is a subset of the set of shape functions of degree . Shape functions that have this property are called hierarchic shape functions.

3 These shape functions vanish at the endpoints of : for .

The first five hierarchic shape functions are shown in Fig. 1.4. Observe that all roots lie in картинка 288. Additional shape functions, up to Finite Element Analysis - изображение 289, can be found in the appendix, Section D.1.

Exercise 1.6Show that for the hierarchic shape functions, defined by eq. (1.53), Finite Element Analysis - изображение 290for Figure 14 Legendre shape functions in one dimension - фото 291.

Figure 14 Legendre shape functions in one dimension Exercise 17Show that - фото 292

Figure 1.4 Legendre shape functions in one dimension, Exercise 17Show that the hierarchic shape functions defined by eq - фото 293.

Exercise 1.7Show that the hierarchic shape functions defined by eq. (1.53)can be written in the form:

(1.55) Hint note that for all n and use equations D10 and D12 in Appendix D - фото 294

Hint: note that картинка 295for all n and use equations (D.10) and (D.12) in Appendix D.

1.3.2 Finite element spaces in one dimension

We are now in a position to provide a precise definition of finite element spaces in one dimension.

The domain Finite Element Analysis - изображение 296is partitioned into M non‐overlapping intervals called finite elements. A partition, called finite element mesh, is denoted by Finite Element Analysis - изображение 297. Thus Finite Element Analysis - изображение 298. The boundary points of the elements are the node points. The coordinates of the node points, sorted in ascending order, are denoted by xi , ( Finite Element Analysis - изображение 299) where картинка 300and картинка 301. The k th element Ik has the boundary points xk and that is Various approaches are used for the construction of sequences of - фото 302, that is, Various approaches are used for the construction of sequences of finite - фото 303.

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