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More copies of this ISBNOther titles in the Dover Civil and Mechanical Engineering series:
NonLinear Elastic Deformationsby R. W. Ogden
Synopses & ReviewsPublisher Comments:This classic offers a meticulous account of the theory of finite elasticity. It covers the application of the theory to the solution of boundaryvalue problems, as well as the analysis of the mechanical properties of solid materials capable of large elastic deformations. Setting is purely isothermal. Problems. References. Appendixes. Synopsis:Application of theory of finite elasticity to solution of boundaryvalue problems, analysis of mechanical properties of solid materials capable of large elastic deformations. Problems.
Synopsis:Classic in the field covers application of theory of finite elasticity to solution of boundaryvalue problems, analysis of mechanical properties of solid materials capable of large elastic deformations. Problems. References. Table of ContentsAcknowlegements
Preface Chapter 1 Tensor Theory 1.1 Euclidean vector space 1.1.1 Orthonormal Bases and Components 1.1.2 Change of Basis 1.1.3 Euclidean Point Space: Cartesian Coordinates 1.2 Cartesian tensors 1.2.1 Motivation: Stress in a Continuum 1.2.2 Definition of a Cartesian Tensor 1.2.3 The Tensor Product 1.2.4 Contraction 1.2.5 Isotropic Tensors 1.3 Tensor algebra 1.3.1 Secondorder Tensors 1.3.2 Eigenvalues and Eigenvectors of a Secondorder Tensor 1.3.3 Symmetric Secondorder Tensors 1.3.4 Antisymmetric Secondorder Tensors 1.3.5 Orthogonal Secondorder Tensors 1.3.6 Highterorder Tensors 1.4 Contravariant and covariant tensors 1.4.1 Reciprocal Basis. Contravariant and Covariant Components 1.4.2 Change of Basis 1.4.3 Dual Space.General Tensors 1.5 Tensor fields 1.5.1 The Gradient of a Tensor Field 1.5.2 Symbolic Notation for Differential Operators 1.5.3 Differentiation in Cartesian Coordinates 1.5.4 Differentiation in Curvilinear Coordinates 1.5.5 Curves and Surfaces 1.5.6 Integration of Tensor Fields References Chapter 2 Analysis of Deformation and Motion 2.1 Kinematics 2.1.1 Observers and Frames of Reference 2.1.2 Configurations and Motions 2.1.3 Reference Configuratins and Deformations 2.1.4 Rigidbody Motions 2.2 Analsis of deformation and strain 2.2.1 The Deformation Gradient 2.2.2 Deformation of Volume and Surface 2.2.3 "Strain, Stretch, Extension and Shear" 2.2.4 Polar Decomposition of the Deformation Gradient 2.2.5 Geometrical Interpretations of the Deformation 2.2.6 Examples of Deformations 2.2.7 Strain Tensors 2.2.8 Change of Reference Configuration or Observer 2.3 Analysis of motion 2.3.1 Deformation and Strain Rates 2.3.2 Spins of the Lagrangean an Eulerian Axes 2.4 Objectivity of tensor fields 2.4.1 Eulerian and Lagrangean Objectivity 2.4.2 Embedded components of tensors References "Chapter 3 Balance Laws, Stress and Field Equations" 3.1 Mass conservation 3.2 Momentum balance equations 3.3 The Cauchy stress tensor 3.3.1 Linear Dependence of the Stress Vector on the Surface Normal 3.3.2 Cauchy's Laws of Motion 3.4 The nominal stress tensor 3.4.1 Definition of Nominal Stress 3.4.2 The Lagrangean Field Equations 3.5 Conjugate stress analysis 3.5.1 Work Rate and Energy Balance 3.5.2 Conjugage Stress Tensors 3.5.3 Stress Rates References Chapter 4 Elasticity 4.1 Constitutive laws for simple materials 4.1.1 General Remarks on Constitutive Laws 4.1.2 Simple Materials 4.1.3 Material Uniformity and Homogeneity 4.2 Cauchy elastic materials 4.2.1 The Constitutive Equation for a Cauchy Elastic Material 4.2.2 Alternative Forms of the Constitutive Equation 4.2.3 Material Symmetry 4.2.4 Undistorted Configurations and Isotropy 4.2.5 Anisotropic Elastic Solids 4.2.6 Isotropic Elastic Solids 4.2.7 Internal Constraints 4.2.8 Differentiation of a Scalar Function of a Tensor 4.3 Green elastic materials 4.3.1 The StrainEnergy Function 4.3.2 Symmetry Groups for Hyperelastic Materials 4.3.3 StressDeformation Relations for Constrained Hyperelastic Materials 4.3.4 StressDeformation Relations for Isotropic Elastic Materials 4.3.5 StrainEnergy Functions for Isotropic Elastic Materials 4.4 Application to simple homogeneous deformations References Chapter 5 BoundaryValue Problems 5.1 Formulation of boundaryvalue problems 5.1.1 Equations of Motion and Equilibrium 5.1.2 Boundary Conditions 5.1.3 Restrictions on the Deformation 5.2 Problems for unconstrained materials 5.2.1 Ericksen's Theorem 5.2.2 Spherically Symmetric Deformation of a Spherical Shell 5.2.3 Extension and Inflation of a Circular Cylindrical Tube 5.2.4 Bending of a Rectangular Block into a Sector of a Circular Tube 5.2.5 Combined Extension and Torsion of a Solid Circular Cylinder 5.2.6 Plane Strain Problems: Complex Variable Methods 5.2.7 Growth Conditions 5.3 Problems for materials with internal constrainsts 5.3.1 Preliminaries 5.3.2 Spherically Symmetric Deformation of a Spherical Shell 5.3.3 Combined Extension and Inflation of a Circular Cylindrical Tube 5.3.4 Flexure of a Rectangular Block 5.3.5 Extension and Torsion of a Circular Cylinder 5.3.6 Shear of a Circular Cylindrical Tube 5.3.7 Rotation of a Solid Circular Cylinder about its Axis 5.4 Variational principles and conservation laws 5.4.1 Virtual Work and Related Principles 5.4.2 The Principle of Stationary Potential Energy 5.4.3 Complementary and Mixed Variational Principles 5.4.4 Variational Principles with Constraints 5.4.5 Conservation Laws and the Energy Momentum Tensor References Chapter 6 Incremental Elastic Deformations 6.1 Incremental constitutive relations 6.1.1 Deformation Increments 6.1.2 Stress Increments and Elastic Moduli 6.1.3 Instantaneous Moduli 6.1.4 Elastic Moduli for Isotropic Materials 6.1.5 Elastic Moduli for Incompressible Isotropic Materials 6.1.6 Linear and Secondorder Elasticity 6.2 Structure and properties of the incremental equations 6.2.1 Incremental BoundaryValue Problems 6.2.2 Uniqueness: Global Considerations 6.2.3 Incremental Uniqueness and Stability 6.2.4 Variational Aspects of Incremental Problems 6.2.5 Bifurcation Analysis: Deadload Tractions 6.2.6 Bifurcation Analysis: Nonadjoint and Selfadjoint Data 6.2.7 The Strong Ellipticity Condition 6.2.8 Constitutive Branching and Constitutive Inequalities 6.3 Solution of incremental boundaryvalue problems 6.3.1 Bifurcation of a Prestrained Rectangular Block 6.3.2 Global Aspects of the Planestrain Bifurcation of a Rectangular Block 6.3.3 Other Problems with Underlying Homogenous Deformation 6.3.4 Bifurcation of a Pressurized Spherical Shell 6.4 Waves and vibrations References Chapter 7 Elastic Properties of Sold Materials 7.1 Phenomenological theory 7.2 Isotropic materials 7.2.1 Homogenous Pure Strain of an Incompressible Material 7.2.2 Application to Rubberlike Materials 7.2.3 Homogeneous Pure Strain of a Compressible Material 7.3 The effect of small changes in material properties 7.4 Nearly incompressible materials 7.4.1 Compressible Materials and the Incompressible Limit 7.4.2 Nearly Incompressible Materials 7.4.3 Pure Homogeneous Strain of a Nearly Incompressible Isotropic Material 7.4.4 Application to Rubberlike Materials References Appendix I Convex Functions References Appendix 2 Glossary of symbols What Our Readers Are SayingBe the first to add a comment for a chance to win!Product Details
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