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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Example 1.4When картинка 362is constant on Ik and the Legendre shape functions are used then the element‐level Gram matrix is strongly diagonal. For example, for the Gram matrix is 170 Remark 15For a sim - фото 363the Gram matrix is:

(1.70) Remark 15For a simple closed form expression can be obtained for the diagonal - фото 364

Remark 1.5For a simple closed form expression can be obtained for the diagonal terms and the - фото 365a simple closed form expression can be obtained for the diagonal terms and the off‐diagonal terms. Using eq. (1.55)it can be shown that:

(1.71) and all offdiagonal terms are zero for with the exceptions 172 - фото 366

and all off‐diagonal terms are zero for with the exceptions 172 Remark 16It has been proposed to make the - фото 367, with the exceptions:

(1.72) Remark 16It has been proposed to make the Gram matrix perfectly diagonal by - фото 368

Remark 1.6It has been proposed to make the Gram matrix perfectly diagonal by using Lagrange shape functions of degree p with the node points coincident with the Lobatto points. Therefore Finite Element Analysis - изображение 369where is the Kronecker delta 14 Then using Lobatto points we get where - фото 370is the Kronecker delta 14 . Then, using Lobatto points we get where wi is the weight of the i th Lobatto point - фото 371Lobatto points, we get:

where wi is the weight of the i th Lobatto point There is an integration error - фото 372

where wi is the weight of the i th Lobatto point. There is an integration error associated with this term because the integrand is a polynomial of degree Finite Element Analysis - изображение 373. To evaluate this integral exactly Finite Element Analysis - изображение 374Lobatto points would be required (see Appendix E), whereas only картинка 375Lobatto points are used. Throughout this book we will be concerned with errors of approximation that can be controlled by the design of mesh and the assignment of polynomial degrees. We will assume that the errors of integration and errors in mapping are negligibly small in comparison with the errors of discretization.

Exercise 1.9Assume that картинка 376is constant on Ik . Using the Lagrange shape functions of degree картинка 377, with the nodes located in the Lobatto points, compute картинка 378numerically using 4 Lobatto points. Determine the relative error of the numerically integrated term. Refer to Remark 1.6and Appendix E.

Exercise 1.10Assume that картинка 379is constant on Ik . Using the Lagrange shape functions of degree картинка 380, compute картинка 381and картинка 382in terms of ck and ℓk .

1.3.4 Computation of the right hand side vector

Computation of the right hand side vector involves evaluation of the functional usually by numerical means In particular we write 173 The - фото 383, usually by numerical means. In particular, we write:

(1.73) The elementlevel integral is computed from the definition of vn on Ik 174 - фото 384

The element‐level integral is computed from the definition of vn on Ik :

(1.74) where 175 which is computed from the given data and the shape functions - фото 385

where

(1.75) which is computed from the given data and the shape functions Example 15Let - фото 386

which is computed from the given data and the shape functions.

Example 1.5Let us assume that is a linear function on Ik In this case can be written as U - фото 387is a linear function on Ik . In this case can be written as Using the Legendre shape functions we have - фото 388can be written as

Using the Legendre shape functions we have Exercise 111Assume that - фото 389

Using the Legendre shape functions we have:

Exercise 111Assume that is a linear function on Ik Using the Legendre shape - фото 390

Exercise 1.11Assume that картинка 391is a linear function on Ik . Using the Legendre shape functions compute картинка 392and show that картинка 393for Hint Make use of eq 155 Exercise 112Let where fk is a constant - фото 394. Hint: Make use of eq. (1.55).

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