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Produktbild: Theory of Elasticity and Stress Concentration

Theory of Elasticity and Stress Concentration

Fr. 179.00

inkl. gesetzl. MwSt., Versandkostenfrei

Beschreibung

Produktdetails

Einband

Gebundene Ausgabe

Erscheinungsdatum

25.11.2016

Verlag

John Wiley & Sons Inc

Seitenzahl

472

Maße (L/B/H)

25.2/17.9/3 cm

Gewicht

852 g

Auflage

1. Auflage

Sprache

Englisch

ISBN

978-1-119-27409-4

Beschreibung

Produktdetails

Einband

Gebundene Ausgabe

Erscheinungsdatum

25.11.2016

Verlag

John Wiley & Sons Inc

Seitenzahl

472

Maße (L/B/H)

25.2/17.9/3 cm

Gewicht

852 g

Auflage

1. Auflage

Sprache

Englisch

ISBN

978-1-119-27409-4

Herstelleradresse

Libri GmbH
Europaallee 1
36244 Bad Hersfeld
DE

Email: gpsr@libri.de

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  • Produktbild: Theory of Elasticity and Stress Concentration
  • Part I
    Preface for the book
    Preface for the part
    Chapter 1 Stress
    1.1 Stress at the surface of a body
    1.1.1 Normal stress
    1.1.2 Shear stress
    1.2 Stress in the interior of a body
    1.3 Two-dimensional (2D) stress state, three-dimensional (3D) stress state and stress transformation
    1.3.1 Normal stress
    1.3.2 Shear stress
    1.3.3 Stress in an arbitary direction
    1.3.3.1 Two-dimensional stress transformation
    1.3.3.2 Three-dimensional stress transformation
    1.3.4 Principal stresses
    1.3.4.1 Principal stresses in two-dimensional stress state
    1.3.4.2 Principal stresses in three-dimensional stress state
    1.3.5 Pricipal shear stresses
    Problems of Chapter 1
    Chapter 2 Strains
    2.1 Strains in two-dimensional problems
    2.2 Strains in three-dimensional problems
    2.3 Strains in an arbitrary direction
    2.3.1 Two-dimensional case
    2.3.2 Three-dimensional case
    2.4 Principal strains
    2.5 Conditions of compatibility
    Problems of Chapter 2
    Chapter 3 The Relationship between Stresses and Strains: The Generalized Hooke's law
    Problems of Chapter 3
    Chapter 4 Equilibrium Equations
    Problems of Chapter 4
    Chapter 5 Saint Venant's Principle and Boundary Conditions
    5.1 Saint Venant's Principle
    5.2 Boundary conditions
    Problems of Chapter 5
    Chapter 6 Two-Dimensional Problems
    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
    Problems of Chapter 6
    Appendix of Chapter 6
    Chapter 7 Torsion of a Bar with Uniform Section
    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
    Problems of Chapter 7
    Chapter 8 Energy Principles
    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
    Problems of Chapter 8
    Chapter 9 The Finite Elemenet Method, FEM
    9.1 FEM for one-dimensional problems
    9.2 Analaysis of plane stress problems by the finite element method
    9.2.1 Approximation of 2D plane stress problems by a set of triangular elements
    9.2.2 Relationship between stress and strain in plane stress problemm
    9.2.3 Stiffness matrix of a triangular plate element
    9.2.4 Stiffness matrix of the total structure
    9.2.5 Expression of boundary conditions and basic knowledge for element meshing
    Problems of Chapter 9
    Chapter 10 Bending of Plates
    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
    Problems of Chapter 10
    Chapter 11 Deformation and Stress in Cylindrical Shells
    11.1 Basic equations
    11.2 Various problems of cylindrical shells
    Problems of Chapter 11
    Chapter 12 Thermal Stress
    12.1 Therrmal 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
    Problems of Chapter 12
    Chapter 13 Contact Stress
    13.1 Two-dimensional contact stress
    13.2 Three-dimensional contact stress
    Problems of Chapter 13
    Appendix
    Appendix 1 Rule of direction cosines
    Appendix 2 Green's theorem and Gauss' divergence theorem
    Answers and Hints for the Problems