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E-raamat: Isogeometric Analysis - Toward Integration of CAD and FEA: Toward Integration of CAD and FEA [Wiley Online]

(University of California, USA), (University of Texas at Austin, USA), (Citigroup Inc., USA)
  • Formaat: 360 pages
  • Ilmumisaeg: 14-Aug-2009
  • Kirjastus: John Wiley & Sons Inc
  • ISBN-10: 470749083
  • ISBN-13: 9780470749081
  • Wiley Online
  • Hind: 158,59 €*
  • * hind, mis tagab piiramatu üheaegsete kasutajate arvuga ligipääsu piiramatuks ajaks
  • Formaat: 360 pages
  • Ilmumisaeg: 14-Aug-2009
  • Kirjastus: John Wiley & Sons Inc
  • ISBN-10: 470749083
  • ISBN-13: 9780470749081
Some engineers conduct isogeometric analysis with finite element analysis and some with computer-aided design, and the FEA folks and the CAD folks tend to sit on opposite sides of the cafeteria without acknowledging each other. US banker Cottrell, Thomas J. R. Hughes (computational engineering and sciences, U. of Texas-Austin) and Yuri Bazilevs (structural engineering, U. of California-San Diego) are FEAs but have crossed the line and fraternized with the CADs enough to believe they can effect a reconciliation. Among their topics are non-uniform rational B-splines and their use is analyzing linear problems, vibrations and wave propagation, nonlinear isogeometric analysis, fluids, higher-order partial differential equations, and some additional geometry. Annotation ©2010 Book News, Inc., Portland, OR (booknews.com)

“The authors are the originators of isogeometric analysis, are excellent scientists and good educators. It is very original. There is no other book on this topic.”
René de Borst, Eindhoven University of Technology

Written by leading experts in the field and featuring fully integrated colour throughout, Isogeometric Analysis provides a groundbreaking solution for the integration of CAD and FEA technologies. Tom Hughes and his researchers, Austin Cottrell and Yuri Bazilevs, present their pioneering isogeometric approach, which aims to integrate the two techniques of CAD and FEA using precise NURBS geometry in the FEA application. This technology offers the potential to revolutionise automobile, ship and airplane design and analysis by allowing models to be designed, tested and adjusted in one integrative stage.

Providing a systematic approach to the topic, the authors begin with a tutorial introducing the foundations of Isogeometric Analysis, before advancing to a comprehensive coverage of the most recent developments in the technique. The authors offer a clear explanation as to how to add isogeometric capabilities to existing finite element computer programs, demonstrating how to implement and use the technology. Detailed programming examples and datasets are included to impart a thorough knowledge and understanding of the material.

  • Provides examples of different applications, showing the reader how to implement isogeometric models
  • Addresses readers on both sides of the CAD/FEA divide
  • Describes Non-Uniform Rational B-Splines (NURBS) basis functions
Preface xi
From CAD and FEA to Isogeometric Analysis: An Historical Perspective
1(18)
Introduction
1(7)
The need for isogeometric analysis
1(6)
Computational geometry
7(1)
The evolution of FEA basis functions
8(4)
The evolution of CAD representations
12(4)
Things you need to get used to in order to understand NURBS-based isogeometric analysis
16(3)
Notes
18(1)
NURBS as a Pre-analysis Tool: Geometric Design and Mesh Generation
19(50)
B-splines
19(28)
Knot vectors
19(2)
Basis functions
21(7)
B-spline geometries
28(8)
Refinement
36(11)
Non-Uniform Rational B-Splines
47(5)
The geometric point of view
47(3)
The algebraic point of view
50(2)
Multiple patches
52(2)
Generating a NURBS mesh: a tutorial
54(11)
Preliminary considerations
56(3)
Selection of polynomial orders
59(1)
Selection of knot vectors
60(1)
Selection of control points
61(4)
Notation
65(4)
Appendix 2.A: Data for the bent pipe
66(2)
Notes
68(1)
NURBS as a Basis for Analysis: Linear Problems
69(40)
The isoparametric concept
69(3)
Defining functions on the domain
71(1)
Boundary value problems (BVPs)
72(1)
Numerical methods
72(12)
Galerkin
73(5)
Collocation
78(3)
Least-squares
81(2)
Meshless methods
83(1)
Boundary conditions
84(3)
Dirichlet boundary conditions
84(2)
Neumann boundary conditions
86(1)
Robin boundary conditions
86(1)
Multiple patches revisited
87(5)
Local refinement
87(4)
Arbitrary topologies
91(1)
Comparing isogeometric analysis with classical finite element analysis
92(17)
Code architecture
94(3)
Similarities and differences
97(1)
Appendix 3.A: Shape function routine
97(6)
Appendix 3.B: Error estimates
103(3)
Notes
106(3)
Linear Elasticity
109(40)
Formulating the equations of elastostatics
110(6)
Strong form
111(1)
Weak form
111(1)
Galerkin's method
112(1)
Assembly
113(3)
Infinite plate with circular hole under constant in-plane tension
116(4)
Thin-walled structures modeled as solids
120(29)
Thin Cylindrical shell with fixed ends subjected to constant internal pressure
120(3)
The shell obstacle course
123(8)
Hyperboloidal shell
131(5)
Hemispherical shell with a stiffener
136(6)
Appendix 4.A: Geometrical data for the hemispherical shell
142(1)
Appendix 4.B: Geometrical data for a cylindrical pipe
142(2)
Appendix 4.C: Element assembly routine
144(3)
Notes
147(2)
Vibrations and Wave Propagation
149(36)
Longitudinal vibrations of an elastic rod
149(15)
Formulating the problem
149(2)
Results: NURBS vs. FEA
151(4)
Analytically computing the discrete spectrum
155(4)
Lumped mass approaches
159(5)
Rotation-free analysis of the transverse vibrations of a Bernoulli-Euler beam
164(1)
Transverse vibrations of an elastic membrane
165(3)
Linear and nonlinear parameterizations revisited
166(1)
Formulation and results
166(2)
Rotation-free analysis of the transverse vibrations of a Poisson-Kirchhoff plate
168(1)
Vibrations of a clamped thin circular plate using three-dimensional solid elements
169(3)
Formulating the problem
170(2)
Results
172(1)
The NASA aluminum testbed cylinder
172(1)
Wave propagation
173(12)
Dispersion analysis
178(1)
Duality principle
179(1)
Appendix 5.A: Kolmogorov n-widths
180(4)
Notes
184(1)
Time-Dependent problems
185(12)
Elastodynamics
185(1)
Semi-discrete methods
186(5)
Matrix fromulation
186(1)
Viscous damping
187(1)
Predictor/multicorrector Newmark algorithms
188(3)
Space-time finite elements
191(6)
Nonlinear Isogeometric Analysis
197(14)
The Newton-Raphson method
197(1)
Isogemetric analysis of nonlinear differential equations
198(4)
Nonlinear heat conduction
198(1)
Applying the Newton-Raphson method
199(1)
Nonlinear finite element analysis
200(2)
Nonlinear time integration: The generalized-α method
202(9)
Note
209(2)
Nearly Incompressible Solids
211(16)
B formulation for linear elasticity using NURBS
212(9)
An intuitive look at mesh locking
213(2)
Strain projection and the B method
215(1)
B, the projection operator, and NURBS
216(4)
Infinite plate with circular hole under in-plane tension
220(1)
F formulation for nonlinear elasticity
221(6)
Constitutive equations
221(1)
Pinched torus
222(3)
Notes
225(2)
Fluids
227(26)
Dispersion analysis
227(4)
Pure advection: the first-order wave equation
227(3)
Pure diffusion: the heat equation
230(1)
The variational multiscale (VMS) method
231(8)
Numerical example: linear advection-diffusion
232(1)
The Green's operator
233(2)
A multiscale decomposition
235(2)
The variational multiscale formulation
237(1)
Reconciling Galerkin's method with VMS
238(1)
Advection-diffusion equation
239(4)
Formulating the problem
240(1)
The streamline upwind/Petrov-Galerkin (SUPG) method
240(1)
Numerical example: advection-diffusion in two dimensions, revisited
241(2)
Turbulence
243(10)
Incompressible Navier-Stokes equations
245(1)
Multiscale residual-based formulation of the incompressible Navier-Stokes equations employing the advective form
246(2)
Turbulent channel flow
248(3)
Notes
251(2)
Fluid-Structure Interation and Fluids on Moving Domains
253(26)
The arbitrary Lagrangian-Eulerian (ALE) formulation
253(1)
Inflation of a balloon
254(2)
Flow in a patient-specific abdominal aorta with aneurysm
256(8)
Construction of the arterial cross-section
256(5)
Numerical results
261(3)
Rotating components
264(15)
Coupling of the rotating and stationary domains
266(6)
Numerical example: two propellers spinning in opposite directions
272(3)
Appendix 10.A: A geometrical template for arterial blood flow modeling
275(4)
Higher-order partial Differential Equations
279(8)
The Cahn-Hilliard equation
279(3)
The strong form
280(1)
The dimensionless strong form
281(1)
The weak form
281(1)
Numerical results
282(1)
A two-dimensional example
282(1)
A three-dimensional example
282(1)
The continuous/discontinuous Galerkin (CDG) method
283(4)
Note
285(2)
Some Additional Geometry
287(16)
The polar form of polynomials
287(6)
Bezier curves and the de Casteljau algorithm
288(3)
Continuity of piecewise curves
291(2)
The polar form of B-splines
293(10)
Knot vectors and control points
293(2)
Knot insertion and the de Boor algorithm
295(2)
Bezier decomposition and function subdivision
297(4)
Note
301(2)
State-of-the-Art and Future Directions
303(10)
State-of-the-art
303(2)
Future directions
305(8)
Appendix A: Connectivity Arrays
313(10)
The INC Array
313(2)
The IEN array
315(3)
The ID array
318(1)
The scalar case
318(1)
The vector case
318(1)
The LM array
319(4)
Note
321(2)
References 323(10)
Index 333
J. Austin Cottrell, Thomas J. R. Hughes & Yuri Basilievs, University of Texas at Austin, USA J. Austin Cottrell is a postdoctoral scholar at the University of Texas at Austin, having received his PhD in Computational and Applied Mathematics in 2007. Isogeometric analysis is a topic pioneered by his graduate research under the supervision of Tom Hughes.

Tom Hughes was a leading professor of mechanical engineering at Stanford University before being lured to join the University of Texas at Austin in 2002 as Professor of Aerospace Engineering and Engineering Mechanics within the Institute for Computational Engineering and Sciences. He is co-editor of the International Journal of Computer Methods in Applied Mechanics and Engineering, a founder and past President of USACM and IACM, and past Chairman of the Applied Mechanics Division of ASME. A world leader in the development of the finite element method, he has received the Walter L. Huber Civil Engineering Research Prize from ASCE, the Melville Medal from ASME, the Computational Mechanics Award from the Japan Society of Mechanical Engineers, the von Neumann Medal from USACM, the Gauss-Newton Medal from IACM, and the Worcester Reed Warner Medal from ASME. Dr. Hughes is a member of the National Academy of Engineering.

Yuri Basilievs also obtained his PhD from the University of Texas at Austin in 2007 under the supervision of Tom Hughes.