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Theory of Elasticity and Stress Concentration
Yukitaka Murakami (Author)
9781119274094, Wiley
Hardback, published 25 November 2016
480 pages
24.6 x 16.8 x 2.8 cm, 0.839 kg
A comprehensive guide to elasticity and stress concentration Theory of Elasticity and Stress Concentration comprehensively covers elasticity and stress concentration and demonstrates how to apply the theory to practical engineering problems. The book presents a new approach to the topic without the need for complicated mathematics, and the principles and meaning of stress concentration are covered without reliance on numerical analysis. The book consists of two parts: Part I - Theory of Elasticity and Part II - Stress Concentration. Part I treats the theory of elasticity from the viewpoint of helping the reader to comprehend the essence of it. Part II treats the principle and meaning of stress concentration and guides the reader to a better understanding of it. Throughout the book, many useful and interesting applications of the basic new way of thinking are presented and explained. Key features: This book provides essential reading for researchers and practitioners in the structural and mechanical engineering industries.
Part I Preface for the book Chapter 1 Stress Chapter 2 Strains Chapter 3 The Relationship between Stresses and Strains: The Generalized Hooke's law Chapter 4 Equilibrium Equations Chapter 5 Saint Venant's Principle and Boundary Conditions Chapter 6 Two-Dimensional Problems Chapter 7 Torsion of a Bar with Uniform Section Chapter 8 Energy Principles Chapter 9 The Finite Element Method, FEM Chapter 10 Bending of Plates Chapter 11 Deformation and Stress in Cylindrical Shells Chapter 12 Thermal Stress Chapter 13 Contact Stress Appendix Answers and Hints for the Problems
Preface for the part
1.1 Stress at the surface of a body
1.2 Stress in the interior of a body
1.3 Two-dimensional (2D) stress state, three-dimensional (3D) stress state and stress transformation
2.1 Strains in two-dimensional problems
2.2 Strains in three-dimensional problems
2.3 Strains in an arbitrary direction
2.4 Principal strains
2.5 Conditions of compatibility
5.1 Saint Venant's Principle
5.2 Boundary conditions
6.1 Plane stress and plane strain
6.2 Basic conditions for exact solutions: Nature of solutions
6.3 Airy's stress function
6.4 Hollow cylinder
6.5 Stress concentration at a circular hole
6.6 Stress concentration at an elliptical hole
6.7 Stress concentration at a hole in a finite width plate
6.8 Stress concentration at a crack
6.9 Stress field due to a point force applied at the edge of a semi-infinite plate
6.10 Circular disk subjected to a concentrated force
7.1 Torsion of cylindrical bars
7.2 Torsion of bars having thin closed section
7.3 Saint Venant's torsion problems
7.4 Stress function in torsion
7.5 Membrane analogy: Solution of torsion problems by using the deformation of pressurized membrane
7.6 Torsion of bars having thin unclosed section
7.7 Comparison of torsional rigidity between a bar with an open section and a bar with a closed section
8.1 Strain energy
8.2 Uniqueness of the solutions of elasticity problems
8.3 Principle of the virtual work
8.4 Principle of the minimum potential energy
8.5 Castigliano's theorem
8.6 The reciprocal theorem
9.1 FEM for one-dimensional problems
9.2 Analysis of plane stress problems by the finite element method
10.1 Simple examples of plate bending
10.2 General problems of plate bending
10.3 Transformation of bending moment and torsional moment
10.4 Differential equations for a plate subjected to loads on the surface and their applications
10.5 Boundary conditions in plate bending problems
10.6 Polar coordinate expression of the quantities of plate bending
10.7 Stress concentration in plate bending problems
10.8 Bending of a circular plate
11.1 Basic equations
11.2 Various problems of cylindrical shells
12.1 Thermal stress in a rectangular plate – Simple examples of thermal stress
12.2 Thermal stress in a circular plate
12.3 Thermal stress in a cylinder
13.1 Two-dimensional contact stress
13.2 Three-dimensional contact stress
Problems of Chapter 13
Appendix 1 Rule of direction cosines
Appendix 2 Green's theorem and Gauss' divergence theorem
Subject Areas: Mechanical engineering & materials [TG]
