Cosserat theories : shells, rods, and points /
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Author / Creator: | Rubin, M. B. |
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Imprint: | Dordrecht ; Boston : Kluwer Academic Publishers, c2000. |
Description: | xv, 480 p. : ill. ; 25 cm. |
Language: | English |
Series: | Solid mechanics and its applications ; v. 79 |
Subject: | |
Format: | Print Book |
URL for this record: | http://pi.lib.uchicago.edu/1001/cat/bib/4424967 |
Table of Contents:
- Preface
- Chapter 1. Introduction
- 1.1. The basic idea of a Cosserat model
- 1.2. A brief outline of the book
- 1.3. Notation
- Chapter 2. Basic Tensor Operations in Curvilinear Coordinates
- 2.1. Covariant and contravariant base vectors
- 2.2. Base tensors and components of tensors
- 2.3. Basic tensor operations
- 2.4. Covariant differentiation and Christoffel symbols
- Chapter 3. Three-Dimensional Continua
- 3.1. Configurations and motion
- 3.2. Balance laws
- 3.3. Invariance under superposed rigid body motions
- 3.4. Mechanical power
- 3.5. An alternative derivation of the balance laws
- 3.6. An averaged form of the balance of linear momentum
- 3.7. Anisotropic nonlinear elastic materials
- 3.8. Constraints
- 3.9. Initial and boundary conditions
- 3.10. Material Symmetry
- 3.11. Isotropic nonlinear elastic materials
- 3.12. A small strain theory
- 3.13. Small deformations superimposed on a large deformation
- 3.14. Pure bending of an orthotropic rectangular parallelepiped
- 3.15. Torsion of an orthotropic rectangular parallelepiped
- 3.16. Forced shearing vibrations of an orthotropic rectangular parallelepiped
- 3.17. Free isochoric vibrations of an isotropic cube
- 3.18. An orthotropic rectangular parallelepiped loaded by its own weight
- 3.19. An isotropic circular cylinder loaded by its own weight
- 3.20. Plane strain free vibrations of an isotropic solid circular cylinder
- 3.21. Dissipation inequality and material damping
- Chapter 4. Cosserat Shells
- 4.1. Description of a shell structure
- 4.2. The Cosserat model of a shell
- 4.3. Derivation of the balance laws from the three-dimensional theory
- 4.4. Balance laws by the direct approach
- 4.5. Invariance under superposed rigid body motions
- 4.6. Mechanical power
- 4.7. An alternative derivation of the balance laws
- 4.8. Anisotropic nonlinear elastic shells
- 4.9. Constraints
- 4.10. Initial and boundary conditions
- 4.11. Further restrictions on constitutive equations for shells constructed from homogeneous anisotropic nonlinear elastic materials
- 4.12. A small strain theory
- 4.13. Small deformations superimposed on a large deformation
- 4.14. Pure bending of an orthotropic rectangular plate
- 4.15. Torsion of an orthotropic rectangular plate
- 4.16. Forced shearing vibrations of an orthotropic rectangular plate
- 4.17. Free isochoric vibrations of an isotropic cube
- 4.18. An orthotropic rectangular plate loaded by its own weight
- 4.19. Elastic shells
- 4.20. Plane strain expansion of an isotropic circular cylindrical shell
- 4.21. Plane strain free vibrations of an isotropic solid circular cylinder
- 4.22. Expansion of an isotropic spherical shell
- 4.23. Free vibrations of an isotropic solid sphere
- 4.24. An isotropic circular cylindrical shell loaded by its own weight
- 4.25. Isotropic nonlinear elastic shells
- 4.26. A simple derivation of the local equations for shells
- 4.27. A brief summary of the equations for shells
- 4.28. Generalized membranes and membrane-like shells
- 4.29. Simple membranes
- 4.30. Expansion of an incompressible isotropic spherical shell
- 4.31. Bending of an orthotropic plate into a circular cylindrical surface
- 4.3. Linear theory of an isotropic plate
- 4.33. Dissipation inequality and material damping
- Chapter 5. Cosserat Rods
- 5.1. Description of a rod structure
- 5.2. The Cosserat model of a rod
- 5.3. Derivation of the balance laws from the three-dimensional theory
- 5.4. Balance laws by the direct approach
- 5.5. Invariance under superposed rigid body motions
- 5.6. Mechanical power
- 5.7. An alternative derivation of the balance laws
- 5.8. Anisotropic nonlinear elastic rods
- 5.9. Constraints
- 5.10. Initial and boundary conditions
- 5.11. Further restrictions on constitutive equations for rods constructed from homogeneous anisotropic nonlinear elastic materials
- 5.12. A small strain theory
- 5.13. Small deformations superimposed on a large deformation
- 5.14. Pure bending of an orthotropic beam with rectangular cross-section
- 5.15. Torsion of an orthotropic beam with rectangular cross-section
- 5.16. Inhomogeneous shear of an orthotropic beam with rectangular cross-section
- 5.17. Forced shearing vibrations of an orthotropic beam with rectangular cross-section
- 5.18. Free isochoric vibrations of an isotropic cube
- 5.19. An orthotropic beam with rectangular cross-section loaded by its own weight
- 5.20. Elastic rods
- 5.21. Plane strain expansion of an isotropic circular cylindrical shell
- 5.22. Plane strain free vibrations of an isotropic solid circular cylinder
- 5.23. An isotropic circular cylindrical shell loaded by its own weight
- 5.24. Isotropic nonlinear elastic rods
- 5.25. A simple derivation of the local equations for rods with rectangular cross-sections
- 5.26. A brief summary of the equations for rods
- 5.27. Linearized equations for beams with rectangular cross-sections
- 5.28. Bernoulli-Euler rods
- 5.29. Timoshenko rods
- 5.30. Generalized strings
- 5.31. Simple strings
- 5.32. Transverse loading of an isotropic beam with a rectangular cross-section
- 5.33. Linearized buckling equations
- 5.34. An intrinsic formulation of Bernoulli-Euler rods with symmetric cross-sections
- 5.35. Dissipation inequality and material damping
- Chapter 6. Cosserat Points
- 6.1. Description of a point-like structure
- 6.2. The Cosserat point model
- 6.3. Derivation of the balance laws from the three-dimensional theory
- 6.4. Balance laws by the direct approach
- 6.5. Invariance under superposed rigid body motions
- 6.6. Mechanical power
- 6.7. An alternative derivation of the balance laws
- 6.8. Anisotropic nonlinear elastic Cosserat points
- 6.9. Constraints
- 6.10. Initial Conditions
- 6.11. Further restrictions on constitutive equations for Cosserat points constructed from homogeneous anisotropic nonlinear elastic materials
- 6.12. A small strain theory
- 6.13. Small deformations superimposed on a large deformation
- 6.14. Forced shearing vibrations of an orthotropic rectangular parallelepiped
- 6.15. Free isochoric vibrations of an isotropic cube
- 6.16. Isotropic nonlinear elastic Cosserat points
- 6.17. A brief summary of the equations for Cosserat points
- 6.18. Dissipation inequality and material damping
- Chapter 7. Numerical Solutions using Cosserat Theories
- 7.1. The Cosserat approach to numerical solution procedures for problems in continuum mechanics
- 7.2. Formulation of the numerical solution of spherically symmetric problems using the theory of a Cosserat shell
- 7.3. Formulation of the numerical solution of string problems using the theory of a Cosserat point
- 7.4. Formulation of the numerical solution of rod problems using the theory of a Cosserat point
- 7.5. Formulation of the numerical solution of three-dimensional problems using the theory of a Cosserat point
- 7.6. Formulation of the numerical solution of two-dimensional problems using the theory of a Cosserat point
- Appendix A. Tensors, Tensor Products and Tensor Operations in Three Dimensions
- A.1. Vectors and vector operations
- A.2. Tensors as linear operators
- A.3. Tensor products (special case)
- A.4. Indicial notation
- A.5. Tensor products (general case)
- A.6. Tensor transformation relations
- A.7. Additional definitions and results
- Appendix B. Summary of Tensor Operations in Specific Coordinate Systems
- B.1. Cylindrical polar coordinates
- B.2. Spherical polar coordinates
- Exercises
- Acknowledgments
- References
- Index