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9780471356059

Concepts and Applications of Finite Element Analysis

by ; ; ;
  • ISBN13:

    9780471356059

  • ISBN10:

    0471356050

  • Edition: 4th
  • Format: Hardcover
  • Copyright: 2001-10-29
  • Publisher: Wiley

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Supplemental Materials

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Summary

This book has been thoroughly revised and updated to reflect developments since the third edition, with an emphasis on structural mechanics. Coverage is up-to-date without making the treatment highly specialized and mathematically difficult. Basic theory is clearly explained to the reader, while advanced techniques are left to thousands of references available, which are cited in the text.

Author Biography

<b>Robert D. Cooke</b> received his Ph.D. in Theoretical and Applied Mechancis from the University of Illinois in 1963. Since then he has been at the University of Wisconsin-Madison, where he is now a professor in the Department of Engineering Physics. His interests include stress analysis and finite element methods. In addition to the present book, he is author of <i>Finite Element Modeling for Stress Analysis</i> (Wiley, 1995) and <i>Advanced Mechanics of Materials</i> (2nd Edtion, Prentice Hall, 1999, with Warren C. Young). <p> <b>David S. Malkus</b> received his Ph.D. from Boston University in 1976. He spent two years at the National Bureau of Standards and seven years in the Mathematics Department of Illinois Institute of Technology. He is now Professor of Engineering Mechanics at the Univrersity of Wisconsin-Madison. His research interests concern application of the finite element method to problems of structural and continuum mechanics, in particular the flow of non-Newtonian fluids. He is a member of the Rheology Research Center (University of Wisconsin-Madison) and the Society of Rheology. <p> <b>Michael E. Plesha</b> received his B.S. from the University of Illinois at Chicago, and his M.S. and Ph.D. degrees from Northwestern University, the Ph.D. degree in 1983. He has been a faculty member in the Department of Engineering Physics at the University of Wisconsin-Madison since 1983 where he is Professor of Engineering Mechanics. His research areas include constitutive modeling and finite element analysis of contact-friction problems, transient finite element analysis, and discrete element methods. <p> <b>Robert J. Witt</b> received his Ph.D. in Nuclear Engineering from the Massachusetts Institute of Technology in 1987. He is now an associate professor in the Department of Engineering Physics at the University of Wisconsin-Madison. His research interests are in computational methods of fluid and solid mechanics, with particular application to nuclear systems.

Table of Contents

Notation
Introduction
1(18)
Finite Element Analysis
1(2)
Problem Classification, Modeling, and Discretization
3(2)
Interpolation. Elements, Nodes, and D.O.F.
5(3)
Example Applications. History of FEA
8(3)
Solving a Problem by FEA
11(4)
Learning and Using FEA
15(4)
Analytical Problems
17(2)
One-Dimensional Elements and Computational Procedures
19(59)
Introduction
19(1)
Bar Element
20(4)
Beam Element
24(5)
Bar and Beam Elements of Arbitrary Orientation
29(3)
Assembly of Elements
32(4)
Properties of Stiffness Matrices
36(4)
Boundary Conditions
40(2)
Exploiting Sparsity. Solving Equations
42(4)
Mechanical Loads. Stresses
46(6)
Thermal Loads. Stresses
52(2)
Structural Symmetry
54(3)
Review. Remarks Regarding Modeling
57(2)
An Application
59(19)
Analytical Problems
62(12)
Computational Problems
74(4)
Basic Elements
78(58)
Preliminaries
78(5)
Interpolation and Shape Functions
83(5)
Formulas for Element Matricies
88(3)
Linear Triangle (CST)
91(4)
Quadratic Triangle (LST)
95(1)
Bilinear Rectangle (Q4)
96(4)
Quadratic Rectangle (Q8, Q9)
100(2)
Rectangular Solid Elements
102(2)
Choice of Interpolation Functions
104(2)
Improved Triangles and Quadrilaterals
106(5)
Nodal Loads
111(4)
Stress Calculation
115(3)
Nature of a Finite Element Solution
118(1)
Example: A Simple Stress Concentration Problem
119(2)
An Application with High Stress Gradient
121(15)
Analytical Problems
124(8)
Computational Problems
132(4)
Formulation Techniques: Variational Methods
136(43)
Introduction
136(1)
Principle of Stationary Potential Energy
137(3)
Problems Having Many D.O.F.
140(2)
Potential Energy of an Elastic Body
142(4)
The Rayleigh-Ritz Method
146(3)
Comments Regarding the Rayleigh-Ritz Method
149(2)
Strong Form and Weak Form
151(5)
Finite Element Form of the Rayleigh-Ritz Method
156(5)
Convergence of Finite Element Solutions
161(4)
Additional Formulations. Hybrid Elements
165(14)
Analytical Problems
171(8)
Formulation Techniques: Galerkin and Other Weighted Residual Methods
179(23)
Galerkin Method
179(3)
Methods of Weighted Residuals (MWR)
182(4)
Galerkin Finite Element Method in One Dimension
186(5)
Integration by Parts
191(2)
Galerkin Finite Element Method in Two Dimensions
193(2)
A Mixed Formulation
195(7)
Analytical Problems
198(4)
Isoparametric Elements
202(57)
Introduction
202(3)
Bilinear Quadrilateral (Q4)
205(4)
Quadrature: [k] Obtained by Numerical Integration
209(4)
Quadratic Quadrilaterals (Q8, Q9)
213(4)
Hexahedral Isoparametric Elements
217(2)
Incompatible Modes. Nodeless D.O.F.
219(2)
Static Condensation
221(2)
Choices in Numerical Integration
223(4)
Load Considerations
227(3)
Stress Calculation
230(4)
Effect of Element Geometry
234(3)
Validity of Isoparametric Elements
237(1)
Patch Test
238(2)
A 2D Application
240(4)
A 3D Application
244(15)
Analytical Problems
247(8)
Computational Problems
255(4)
Isoparametric Triangles and Tetrahedra
259(12)
Reference Coordinates. Shape Functions
259(3)
Element Characteristic Matrices
262(2)
Analytical Integration. Area and Volume Coordinates
264(2)
Numerical Integration
266(5)
Analytical Problems
268(3)
Coordinate Transformation and Selected Analysis Options
271(29)
Transformation: Introduction and Vector Forms
271(2)
Strain, Stress, and Material Property Transformation
273(2)
Transformation of the Characteristic Matrix
275(1)
Changing the Directions of Restraints
276(2)
Connecting Dissimilar Elements. Rigid Elements
278(4)
Higher Derivatives as Nodal D.O.F.
282(1)
Fracture Mechanics. Singularity Elements
283(3)
Elastic Foundations. Infinite Media
286(6)
Structural Modification. Reanalysis
292(1)
Tests of Element Quality
293(7)
Analytical Problems
295(4)
Computational Problems
299(1)
Error, Error Estimation, and Convergence
300(36)
Sources of Error
300(2)
Ill-Conditioning
302(4)
The Condition Number
306(2)
Diagonal Decay Test
308(1)
Residuals
309(1)
Discretization Error. Convergence Rate
310(5)
Multimesh Extrapolation
315(3)
Mesh Revision Methods
318(2)
Gradient (Stress) Recovery and Smoothing
320(6)
A-Posteriori Error Estimate
326(3)
Adaptive Meshing
329(7)
Analytical Problems
331(4)
Computational Problems
335(1)
Modeling Considerations and Software Use
336(37)
Introduction
336(1)
Physical Behavior Versus Element Behavior
337(3)
Element Shapes and Interconnection
340(2)
Test Cases and Pilot Studies
342(2)
Material Properties
344(3)
Loads and Reactions
347(1)
Connections in Structures
348(4)
Boundary Conditions
352(2)
Repetitive Symmetry
354(2)
Stress Concentrations. Submodels
356(2)
Substructures
358(2)
Planning an Analysis
360(3)
Common Mistakes
363(2)
Checking the Model
365(1)
Critique of Computed Results
366(3)
Design Optimization
369(1)
Software
370(1)
Concluding Remarks
371(2)
Analytical Problems
371(1)
Computational Problems
372(1)
Finite Elements in Structural Dynamics and Vibrations
373(81)
Introduction
373(1)
Dynamic Equations. Mass and Damping Matrices
374(3)
Mass Matrices: Consistent, Diagonal, and Other
377(6)
Natural Frequencies and Modes
383(5)
Damping
388(2)
Reduction of the Number of D.O.F.
390(4)
Response History: Modal Methods
394(4)
Response History: Ritz Vectors
398(2)
Component Mode Synthesis (CMS)
400(5)
Harmonic Response
405(2)
Response History: Direct Integration Methods
407(2)
Explicit Direct Integration
409(7)
Implicit Direct Integration
416(5)
Direct Integration: Stability and Accuracy Analysis
421(5)
Analysis by Response Spectra
426(3)
Remarks. Modeling Considerations
429(7)
An Application: Vibration and Harmonic Response
436(3)
An Application: Response History
439(15)
Analytical Problems
444(7)
Computational Problems
451(3)
Heat Transfer and Selected Fluid Problems
454(35)
Heat Transfer: Introduction
454(5)
Finite Element Formulation
459(3)
Radiation. Nonlinear Heat Transfer Problems
462(2)
Transient Thermal Analysis
464(3)
Modeling Considerations. Remarks
467(2)
An Application
469(5)
Acoustic Frequencies and Modes
474(3)
Fluid-Structure Interaction
477(3)
Plane Incompressible Irrotational Flow
480(9)
Analytical Problems
482(4)
Computational Problems
486(3)
Constraints: Penalty Forms, Locking, and Constraint Counting
489(19)
Explicit Constraints. Transformation Equations
489(3)
Lagrange Multipliers to Enforce Constraints
492(1)
Penalty Functions to Enforce Constraints
493(2)
Implicit Penalty Constraints and Locking
495(4)
Constraint Counting
499(3)
Remarks About Techniques for Incompressible Media
502(6)
Analytical Problems
504(4)
Solids of Revolution
508(22)
Introduction. Elasticity Relations for Axial Symmetry
508(2)
Axisymmetric Solid Elements
510(2)
An Application
512(4)
Loads Without Axial Symmetry: Introduction
516(5)
Loads Without Axial Symmetry: Some Details of FEA
521(9)
Analytical Problems
524(3)
Computational Problems
527(3)
Plate Bending
530(31)
Introduction. Plate Behavior
530(6)
C1 (Kirchhoff) Plate Elements
536(6)
C0 (Mindlin) Plate Elements
542(5)
Mindlin Beam. More Devices for C0 Plate Elements
547(4)
Boundary Conditions. Test Problems
551(2)
An Application
553(8)
Analytical Problems
556(3)
Computational Problems
559(2)
Shells
561(34)
Introduction
561(2)
Circular Arches and Arch Elements
563(7)
Shells of Revolution
570(4)
General Shells: Three- and Four-Node Elements
574(4)
General Shells: Curved Isoparametric Elements
578(5)
Test Cases. Remarks
583(3)
An Axisymmetric Shell Application
586(9)
Analytical Problems
588(3)
Computational Problems
591(4)
Nonlinearity: An Introduction
595(44)
Nonlinear Problems
595(1)
Some Solution Methods
596(6)
Plasticity: Introduction
602(4)
Plasticity: General Formulation for Small Strains
606(3)
Plasticity: Formulation for Von Mises Theory
609(3)
Plasticity: Some Computational Procedures
612(4)
Nonlinear Dynamic Problems
616(3)
Problems of Gaps and Contact
619(2)
Geometric Nonlinearity
621(5)
Modeling Considerations. Remarks
626(13)
Analytical Problems
630(6)
Computational Problems
636(3)
Stress Stiffness and Buckling
639(24)
Introduction. Energy Considerations
639(3)
Bar and Beam Elements
642(3)
Plate Elements
645(1)
A General Formulation
646(2)
Calculation of Buckling Loads
648(2)
Remarks on Stress Stiffness and Its Uses
650(3)
Remarks and Examples
653(10)
Analytical Problems
656(5)
Computational Problems
661(2)
Appendix A MATRICES: SELECTED DEFINITIONS AND MANIPULATIONS 663(5)
Appendix B SIMULTANEOUS ALGEBRAIC EQUATIONS 668(7)
B.1 Overview
668(1)
B.2 Direct Solvers
668(3)
B.3 Iterative Solvers
671(4)
Appendix C EIGENVALUES AND EIGENVECTORS 675(7)
C.1 Overview
675(1)
C.2 The Standard Eigenproblem
675(1)
C.3 The General Eigenproblem
676(3)
C.4 Solution Algorithms
679(3)
References 682(29)
Index 711

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