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Multiscale Structural Mechanics
Top-Down Modeling of Composite Structures Using Mechanics of Structure Genome
Wenbin Yu (Author)
9781119092674, Wiley
Hardback, published 22 January 2026
464 pages
24.4 x 16.8 x 3 cm, 0.975 kg
Master composites modelling with this insightful and authoritative resource from a leading voice in the field Multiscale Structural Mechanics: Top-Down Modeling of Composite Structures Using Mechanics of Structure Genome delivers a unified approach to composites modelling based on the concept of structure gene. Dr. Wenbin Yu, distinguished engineer, industry leader, and author, brings together micromechanics and structural mechanics using the Mechanics of Structure Genome. This approach allows multiscale constitutive modelling for general anisotropic and heterogeneous materials and structures without invoking assumptions commonly used in other approaches. The book introduces readers unfamiliar with vectors and tensors, continuum mechanics, micromechanics, and structural mechanics to the basics of each of these topics. It goes on to bridge the gap between micromechanics and structural mechanics, offering readers multiscale structural models that remain as simple as classical engineering models but with the accuracy expected of more complex theories capturing microstructural details. Specifically, the book offers: Perfect for graduate students in aerospace, mechanical, and other disciplines making use of anisotropic and heterogeneous materials such as composites, Multiscale Structural Mechanics will also earn a place in the libraries of researchers and engineers in university, government, and industry laboratories who work with composite materials and structures. It is the ideal resource for composites modelling across a wide spectrum of engineering applications.
List of Figures xv 1 Introduction 1 2 Mathematical Preliminaries 43 3 Theory of Anisotropic Elasticity 103 4 Micromechanics 187 5 Composite Plate Models 233 6 Composite Beam Models* 301 7 Mechanics of Structure Genome* 337 8 Failure of Composite Materials 371 Problems 409
List of Tables xxi
Foreword xxiii
Preface xxv
Acknowledgments xxxi
Acronyms xxxiii
1.1 Continuum Hypothesis 1
1.2 Isotropic vs. Anisotropic Materials 4
1.3 Homogeneous vs. Heterogeneous Materials 4
1.4 Materials vs. Structures 4
1.5 3D Structures, Plates, Shells, and Beams 6
1.6 Structures, Models, and Assumptions 8
1.7 Composite Materials 20
1.8 Benefits of Using Composites 24
1.9 Mechanics of Composite Materials 25
1.10 Challenges for Modeling Composites 26
1.11 Multiscale Modeling* 28
2.1 Scalars, Vectors, and Tensors 43
2.2 Cartesian Coordinate System 44
2.3 Index Notation 44
2.4 Vectors 48
2.5 Transformation Between Different Coordinate Systems 52
2.6 Second-order Tensors 55
2.7 Quotient Rule and Higher-order Tensors 60
2.8 Special Tensors 61
2.9 Isotropic Tensors 62
2.10 Tensor Calculus 62
2.11 General Coordinate Systems* 63
2.12 Calculus of Variations* 73
3.1 Kinematics 103
3.2 Kinetics 109
3.3 Constitutive Relations 114
3.4 Theory of Linear Elasticity 147
3.5 Boundary Conditions and Continuity Conditions 149
3.6 A Few Anisotropic Elasticity Problems 151
3.7 Variational Principles for Anisotropic Elasticity* 173
4.1 Introduction 187
4.2 Microstructures and Their Idealizations 188
4.3 Volume Average 192
4.4 Effective Stiffness and Compliance 192
4.5 Voigt and Reuss Rules of Mixtures 193
4.6 Hybrid Rules of Mixtures 202
4.7 Macro and Micro Coordinates* 209
4.8 Average Stress Theorem* 210
4.9 Average Strain Theorem* 211
4.10 Hill–Mandel Macro-homogeneity Condition* 213
4.11 Computational Homogenization* 216
5.1 Introduction 233
5.2 Composite Laminates 234
5.3 Why Composite Plate Theories? 236
5.4 Kirchhoff–Love Model Derived Using the Newtonian Method 238
5.5 Reissner–Mindlin Model* 288
5.6 MSG-based Composite Plate Models* 292
6.1 Introduction 301
6.2 Ad Hoc Methods 303
6.3 Beam Models Derived Using MSG 319
6.4 A Few Composite Beam Problems 328
7.1 Introduction 338
7.2 Kinematics 339
7.3 Variational Statement for SG 349
7.4 MSG Illustrated 353
7.5 Numerical Examples 359
8.1 Introduction 371
8.2 Failure Criteria for Isotropic Materials 374
8.3 Failure Criteria for Orthotropic Materials 382
8.4 Strength Ratio 399
8.5 Failure Envelope 403
8.6 Progressive Failure Analysis 406
8.7 Nonlocal Approach for Computing Strength 408
References 413
Index 421
Subject Areas: Civil engineering, surveying & building [TN]
