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2023 | Book

Lecture Notes on the Theory of Plates and Shells

Classical and Modern Developments

Authors: David J. Steigmann, Mircea Bîrsan, Milad Shirani

Publisher: Springer Nature Switzerland

Book Series : Solid Mechanics and Its Applications

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About this book

This book presents the theory of plates and shells on the basis of the three-dimensional parent theory. The authors explore the thinness of the structure to represent the mechanics of the actual thin three-dimensional body under consideration by a more tractable two-dimensional theory associated with an interior surface. In this way, the relatively complex three-dimensional continuum mechanics of the thin body is replaced by a far more tractable two-dimensional theory. To ensure that the resulting model is predictive, it is necessary to compensate for this ‘dimension reduction’ by assigning additional kinematical and dynamical descriptors to the surface whose deformations are modelled by the simpler two-dimensional theory. The authors avoid the various ad hoc assumptions made in the historical development of the subject, most notably the classical Kirchhoff–Love hypothesis requiring that material lines initially normal to the shell surface remain so after deformation. Instead, such conditions, when appropriate, are here derived rather than postulated.

Table of Contents

Frontmatter
Chapter 1. Tensor Analysis in Euclidean Space Using Curvilinear Coordinates
Abstract
In this chapter, we review the main notations and results of tensor analysis in Euclidean space using curvilinear coordinates. These will be useful in the formulation of shell and plate models.
David J. Steigmann, Mircea Bîrsan, Milad Shirani
Chapter 2. Local Geometry of Deformation
Abstract
In this chapter, we describe the deformation of continua and define the strain and stress tensors. Then, we review the main results of the differential geometry of surfaces in the Euclidean space.
David J. Steigmann, Mircea Bîrsan, Milad Shirani
Chapter 3. Hyperelastic Solids: Purely Mechanical Theory
Abstract
The background on tensor analysis acquired in the first two chapters is used in the present chapter to cast the three-dimensional theory of nonlinear elasticity in a curvilinear-coordinate setting. This furnishes an immediate application of these ideas to a topic of mechanical significance and sets the stage for our subsequent work on elastic shells.
David J. Steigmann, Mircea Bîrsan, Milad Shirani
Chapter 4. Linearly Elastic Plates
Abstract
To emphasize the main aspects of our procedure in as simple a manner as possible, we start with the theory of thin flat plates. This is based on classical linear elasticity under the assumption that the three-dimensional body is generated by the parallel translation of a flat midsurface. Accordingly the complexities associated with nonlinear elasticity and the differential geometry of curved surfaces are deferred to later chapters. The derived areal energy density of the plate is used to obtain the relevant two-dimensional equilibrium equations via variational methods.
David J. Steigmann, Mircea Bîrsan, Milad Shirani
Chapter 5. Linear Shell Theory
Abstract
In this chapter the dimension reduction procedure is extended to curved shells, again in the context of linear elasticity. The resulting model is used to obtain some simple solutions to problems of practical interest.
David J. Steigmann, Mircea Bîrsan, Milad Shirani
Chapter 6. Nonlinear Equations for Plates and Shells
Abstract
Here we develop the nonlinear theories of plates and shells, and show how Koiter’s shell theory emerges in the framework of our dimension reduction procedure for nonlinearly elastic materials.
David J. Steigmann, Mircea Bîrsan, Milad Shirani
Chapter 7. Buckling of Elastic Plates
Abstract
The classical theory of plate buckling is shown here to emerge from our dimension reduction procedure applied to incremental elasticity theory, concerned with the linearized theory or small deformations superposed upon large. Plate buckling theory emerges as the leading-order-in-thickness model when the underlying pre-stress scales appropriately with respect to thickness.
David J. Steigmann, Mircea Bîrsan, Milad Shirani
Chapter 8. Saint-Venant Problem for General Cylindrical Shells
Abstract
In this chapter we investigate the deformation of cylindrical linearly elastic shells using the Koiter model. We formulate and solve the relaxed Saint-Venant’s problem for thin cylindrical tubes made of isotropic and homogeneous elastic materials. We present a general solution procedure to determine closed-form solutions for the extension, bending, torsion and flexure problems. To this aim, we employ a method established in the three-dimensional theory of elasticity and determine the corresponding Saint-Venant’s solutions for shells [7]. Finally, the special case of circular cylindrical shells is discussed in details.
David J. Steigmann, Mircea Bîrsan, Milad Shirani
Metadata
Title
Lecture Notes on the Theory of Plates and Shells
Authors
David J. Steigmann
Mircea Bîrsan
Milad Shirani
Copyright Year
2023
Electronic ISBN
978-3-031-25674-5
Print ISBN
978-3-031-25673-8
DOI
https://doi.org/10.1007/978-3-031-25674-5

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