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Intro
Preface
Contents
1 Introduction
1.1 Basic Concepts
1.2 Overview of the Book
1.3 Book Style
2 Phenomenological Aspects of Bifurcation of Structures
2.1 Introduction
2.2 Stability and Bifurcation
2.2.1 Equilibrium Points
2.2.2 Stability of Equilibrium
Lagrange-Dirichlet Theorem
2.2.3 Bifurcation
Bifurcation of Equilibrium
Static and Dynamic Bifurcations
2.3 An Example of Static Bifurcation: The Euler Beam
2.4 Static Bifurcations of Elastic Structures
2.4.1 Fork and Transcritical Bifurcations
2.4.2 Snap-Through Phenomenon

2.4.3 Interaction Between Simultaneous Modes
An Example of a Two-Parameter Family: The Compressed Truss
Structural Optimization in the Linear Optics
Nonlinear Interaction Between Simultaneous Modes
2.5 Dynamic Bifurcations of Elastic Structures Subject to Nonconservative Forces
2.5.1 Flutter Induced by Follower Forces
2.5.2 Galloping Induced by Aerodynamic Flow
2.5.3 Parametric Excitation Induced by Pulsating Loads
References
3 Stability and Bifurcation Linear Analysis
3.1 Introduction
3.2 Dynamical Systems
3.3 Mechanical Systems

3.4 Linear Stability Analysis
3.4.1 Conservative Systems
3.4.2 Circulatory Systems
3.4.3 Influence of Damping
Damped Conservative Systems
Damped Circulatory Systems
3.5 An Illustrative Example: The Planar Mathematical Pendulum
3.5.1 Equation of Motion and the Phase Portrait
Equilibrium Points
Phase Portrait
3.5.2 Local Stability Analysis
Center Point (Lower Equilibrium Position)
Saddle Point (Upper Equilibrium Position)
3.5.3 Energy Criterion of Stability
3.5.4 Effect of Damping
Equation of Motion
Local Stability Analysis

3.6 Bifurcations of Autonomous Systems
3.6.1 Equilibrium Paths
3.6.2 Bifurcations from a Trivial Path
3.6.3 Bifurcations from a Non-trivial Path
Linearized Equation of Motion
Bifurcation Analysis
3.6.4 Bifurcation Mechanisms for Conservative and Circulatory Systems, without or with Damping
Conservative Systems
Circulatory Systems
Damped Conservative Systems
Damped Circulatory Systems
References
4 Buckling and Postbuckling of Conservative Systems
4.1 Introduction
4.2 Static Analysis of Conservative Systems
4.3 Classification of the Equilibrium Points

4.4 Numerical Continuation Methods
4.4.1 Newton-Raphson Method
4.4.2 Sequential Continuation
Sequential Continuation Failure
4.4.3 Arclength Method
4.5 Asymptotic Analysis of Bifurcation from Trivial Path
4.5.1 Linear Stability Analysis
Adjacent Equilibrium Criterion
4.5.2 Nonlinear Bifurcation Analysis
Asymptotic Expression of the Bifurcated Path
Normalization
Perturbation Equations
Solution to the Perturbation Equations
Case of Symmetric Systems
4.6 Effect of Imperfections
4.6.1 Equilibrium Equations
Geometric Imperfections
Load Imperfections

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