• Preface
• Table of Contents
• Introduction
• Chapter 1
  • 1 Tension and Compression in Bars
    • 1.1 Stress
    • 1.2 Strain
    • 1.3 Constitutive Law
    • 1.4 Single Bar under Tension or Compression
    • 1.5 Statically Determinate Systems of Bars
    • 1.6 Statically Indeterminate Systems of Bars
    • 1.7 Supplementary Examples
    • 1.8 Summary
• Chapter 2
  • 2 Stress
    • 2.1 Stress Vector and Stress Tensor
    • 2.2 Plane Stress
      • 2.2.1 Coordinate Transformation
      • 2.2.2 Principal Stresses
      • 2.2.3 Mohr’s Circle
      • 2.2.4 The Thin-Walled Pressure Vessel
    • 2.3 Equilibrium Conditions
    • 2.4 Supplementary Examples
    • 2.5 Summary
• Chapter 3
  • 3 Strain, Hooke’sLaw
    • 3.1 State of Strain
    • 3.2 Hooke’s Law
    • 3.3 Strength Hypotheses
    • 3.4 Supplementary Examples
    • 3.5 Summary
• Chapter 4
  • 4 Bending of Beams
    • 4.1 Introduction
    • 4.2 SecondMoments of Area
      • 4.2.1 Definitions
      • 4.2.2 Parallel-Axis Theorem
      • 4.2.3 Rotation of the Coordinate System, Principal Moments of Inertia
    • 4.3 Basic Equations of Ordinary Bending Theory
    • 4.4 Normal Stresses
    • 4.5 Deflection Curve
      • 4.5.1 Differential Equation of the Deflection Curve
      • 4.5.2 Beams with one Region of Integration
      • 4.5.3 Beams with several Regions of Integration
      • 4.5.4 Method of Superposition
    • 4.6 Influence of Shear
      • 4.6.1 Shear Stresses
      • 4.6.2 Deflection due to Shear
    • 4.7 Unsymmetric Bending
    • 4.8 Bending and Tension/Compression
    • 4.9 Core of the Cross Section
    • 4.10 Thermal Bending
    • 4.11 Supplementary Examples
    • 4.12 Summary
• Chapter 5
  • 5 Torsion
    • 5.1 Introduction
    • 5.2 Circular Shaft
    • 5.3 Thin-Walled Tubes with Closed Cross Sections
    • 5.4 Thin-Walled Shafts with Open Cross Sections
    • 5.5 Supplementary Examples
    • 5.6 Summary
• Chapter 6
  • 6 Energy Methods
    • 6.1 Introduction
    • 6.2 Strain Energy and Conservation of Energy
    • 6.3 Principle of Virtual Forces and Unit Load Method
    • 6.4 Influence Coefficients and Reciprocal Displacement Theorem
    • 6.5 Statically Indeterminate Systems
    • 6.6 Supplementary Examples
    • 6.7 Summary
• Chapter 7
  • 7 Buckling of Bars
    • 7.1 Bifurcation of an Equilibrium State
    • 7.2 Critical Loads of Bars, Euler’s Column
    • 7.3 Supplementary Examples
    • 7.4 Summary
• Index

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