IGA: Non-conforming Coupling and Shape Optimization of Complex Multipatch Structures, Volume 1 Non-conforming Coupling and Shape Optimization of Complex Multipatch Structures
Auteurs : Bouclier Robin, Hirschler Thibaut
This book provides a contemporary vision of IGA by first discussing the current challenges in achieving a true bridge between design and analysis, then proposing original solutions that answer the issues from an analytical point of view, and, eventually, studying the shape optimization of structures, which is one of the greatest applications of IGA. To handle complex structures, a full analysis-to-optimization framework is developed, based on non-invasive coupling, parallel domain decomposition and immersed geometrical modeling. This seems to be very robust, taking on all of the attractive features of IGA (the design?analysis link, numerical efficiency and natural regularization), giving us the opportunity to explore new types of design.
Contents
Preface ix
Chapter 1: Introduction to IGA: Key Ingredients for the Analysis and Optimization of Complex Structures 1
1.1 Brief introduction 1
1.2 Geometric modeling and simulation with splines 2
1.2.1.Parametric representationof geometries 2
1.2.2 B-spline and NURBS technologies 5
1.2.3 Design features and shape parameterization 15
1.2.4 Spline-based finite element analysis: isogeometric principle 21
1.3 Improved CAD-CAE integration for robust optimization 23
1.3.1 Returning to the original motivations behind IGA 23
1.3.2 An ideal framework for parametric shape optimization 25
1.4.The analysis-suitablemodel issue 27
1.4.1.The trimmingconcept 28
1.4.2 Non-conformingmultipatch parameterization 30
1.4.3 Imposingshape variation 33
1.5 Computation of non-conforming interfaces: a brief overview of usual weak coupling methods 35
1.5.1.Governingequations 36
1.5.2.Penalty coupling 38
1.5.3.Mortar coupling 39
1.5.4.Nitsche coupling 41
Chapter 2: Non-invasive Coupling for Flexible Global/Local IGA 45
2.1 Brief introduction 45
2.2 The standard non-invasive strategy 46
2.2.1.Origin 46
2.2.2 Non-invasive resolution of the coupling problem 47
2.3 Interest in the field of IGA 54
2.3.1 Global/local modeling in IGA 55
2.3.2.Challenges 57
2.4 A robust algorithm for non-conforming global/local IGA 59
2.4.1 Reference formulation: non-symmetric Nitsche coupling 59
2.4.2 A Nitsche-based non-invasive algorithm 64
2.4.3.Validation 72
2.5.Summaryand discussion 84
Chapter 3: Domain Decomposition Solvers for Efficient Multipatch IGA 87
3.1 Introduction 87
3.2 Benefiting from the additional Lagrange multiplier field for multipatch analysis 89
3.3 Case of multipatch Kirchhoff–Love shell analysis 91
3.3.1 Kirchhoff–Love shell formulation: basics 92
3.3.2 Formulation of the coupled problem 97
3.3.3 Preliminary results: monolithic resolution 100
3.4 On the construction of dual domain decomposition solvers 103
3.4.1 Formulation of the interface problem 104
3.4.2.Solvingthe interfaceproblem 106
3.4.3 Null space and pseudo-inverse 110
3.4.4.Preconditioning 111
3.5 Numerical investigation of the developed algorithms 115
3.5.1.Standardsolid elasticity 116
3.5.2 Heterogeneous plate bending 121
3.5.3.Scordelis–Loroof 123
3.5.4.Stiffenedpanel 125
3.6.Summaryand discussion 128
Chapter 4: Isogeometric Shape Optimization of Multipatch and Complex Structures 131
4.1 Introduction 131
4.2 Isogeometric shape optimization framework 133
4.2.1.Optimizationflowchart 133
4.2.2 Multilevel design 133
4.2.3.Design variables 135
4.2.4.Formulationandresolution 136
4.3 Unify the DD approach and multipatch optimization: towards ultimate efficiency 145
4.3.1 DD computation of the response functions 145
4.3.2 DD computation of the sensitivities 146
4.3.3.Non-designparts 147
4.3.4.Fast re-analysis 148
4.3.5.Optimizationalgorithm 149
4.4 Innovative design of multipatch structures: focus on aeronautical stiffenedpanels 149
4.4.1 Geometric modeling: embedded entities 150
4.4.2 Analysis: an embedded Kirchhoff–Love shell element 156
4.4.3.Two preliminary examples to illustrate the design capabilities 159
4.5 Application to solid structures and first interests 168
4.5.1.Simple extensionof themethod 169
4.5.2.Atest case in 2D 171
4.6 Advanced numerical optimization examples 175
4.6.1 Global shell optimization: stiffened roof 176
4.6.2.Local shell optimization: curvedwall 179
4.6.3.Designingan aircraftwing-box 185
4.7 Towards the optimal design of structural details within isogeometric patches 192
4.7.1.Asimple but instructive test case 192
4.7.2 Unify the non-invasive global/local approach and the optimizationof local details 193
4.7.3.Preliminaryresults and perspectives 197
4.8.Summaryand discussion 198
References 201
Index 229
Robin Bouclier is Associate Professor at INSA-Toulouse, France. His work on isogeometric analysis started during his PhD in Lyon. He has since brought this technology to the scientific landscape of Toulouse, focusing on its development for image registration and shape optimization.
Thibaut Hirschler is a post-doctoral researcher at École Polytechnique Fédérale de Lausanne, Switzerland. His research mainly focuses on the development of isogeometric modeling approaches that are suitable for designing new and innovative structures.
Date de parution : 08-2022
Ouvrage de 256 p.
1x1 cm