Contents
- Introduction
- Body Force, Surface Force and Stress Vector
- The State of Stress at a Point
- Normal and Shear Stress Components
- Rectangular Stress Components
- Stress Components on an Arbitrary Plane
- Digression on Ideal Fluid
- Equality of Cross Shears
- A More General Theorem
- Principal Stresses
- Stress Invariants
- Principal Planes are Orthogonal
- Cubic Equation has Three Real Roots
- Particular Cases
- Recapitulation
- The State of Stress Referred to Principal Axes
- Mohr’s Circles for the Three-Dimensional State of Stress
- Mohr’s Stress Plane
- Planes of Maximum Shear
- Octahedral Stresses
- The State of Pure Shear
- Decomposition into Hydrostatic and Pure Shear States
- Cauchy’s Stress Quadric
- Lame’s Ellipsoid
- The Plane State of Stress
- Differential Equations of Equilibrium
- Equilibrium Equations for Plane Stress State
- Boundary Conditions
- Equations of Equilibrium in Cylindrical Coordinates
- Axisymmetric Case and Plane Stress Case
- Analysis of Strain
- Introduction
- Deformations
- Deformation in the Neighborhood of a Point
- Change in Length of a Linear Element
- Change in Length of a Linear Element—Linear Components
- Rectangular Strain Components
- The State of Strain at a Point
- Interpretation of gxy, gyz, gxz as Shear Strain Components
- Change in Direction of a Linear Element
- Cubical Dilatation
- Change in the Angle between Two Line Elements
- Principal Axes of Strain and Principal Strains
- Plane State of Strain
- The Principal Axes of Strain Remain Orthogonal after Strain
- Plane Strains in Polar Coordinates
- Compatibility Conditions
- Strain Deviator and its Invariants
- Problems
- Appendix on Compatibility Conditions
- Stress–Strain Relations for Linearly Elastic Solids
- Introduction
- Generalized Statement of Hooke’s Law
- Stress–Strain Relations for Isotropic Materials
- Modulus of Rigidity
- Bulk Modulus
- Young’s Modulus and Poisson’s Ratio
- Relations between the Elastic Constants
- Displacement Equations of Equilibrium
- Problems
- Theories of Failure or Yield Criteria and Introduction to Ideally Plastic Solid
- Energy Methods
- Bending of Beams
- Torsion
- Axisymmetric Problems
- Thermal Stresses
- Elastic Stability
- Introduction to Composite Materials
- Introduction to Stress Concentration and Fracture Mechanics
Preface
The current edition of the book has been completely changed from the first two books. The second edition provided the opportunity to correct typos and incorrect answers to some questions. Additionally, based on the many comments received, a section on connected devices was added and this addition was positively received. Since this is a second-level course written for upper-level students, there have been many requests to include certain topics.
Although it was difficult to meet all the demands in a book of this type, some articles had to be included due to their importance and a new text was required. As previously published, the first five chapters concern the general analysis of the mechanics of simple objects. The content of this chapter provides a solid foundation in the mechanics of dynamic structures that will enable the student to analyze and solve a variety of dynamic design problems encountered in practice. The second reason is that more and more equal ideas are being put forward. There are many examples in the literature where the given equations are used to solve practical problems, regardless of whether the conditions under which these parameters are obtained are met. Treatment begins with stress analysis of isotropic solids, behavior analysis, and stress-strain relationships. These chapters are complex and contain material not commonly found in standard textbooks. Chapter 4 discusses the theory of failure or resignation, a generalization taken from the ancient text. This treatment is advanced because in applying all designs to power related problems, understanding the possible causes of malfunctions due to equipment is very necessary. Mohr’s theory of failure has been greatly expanded due to practical application. Chapter 5 is about energy systems, which is one of the most important issues and is therefore discussed in detail. The discussions in this section are important because they can be applied to a variety of problems. The content is boring and Virtual Work discusses the theses of Castigliano, Kirchhoff, Mena Bria, Engesser and Maxwell-Mohr. Various examples are given to illustrate the application of this statement. Bending of wood, bending centers, curved lines, etc. Discussed in Chapter 6. This chapter also discusses the importance of the Euler-Bernoulli hypothesis in deriving the equations. Torsion is discussed in more detail in Chapter 7. Torsion of circles, elliptical systems, equilateral triangles, small circles around multiple spheres, etc. is discussed. Another notable addition in this section is the twisting of multiple rods. Although useful, it is not found in the general text. Analysis of asymmetric problems such as pressure meters, rotating disks, shafts and cylinders under internal and external pressure can be found in Chapter 8. Tensions and tensions in the body due to the heat of the fire require special attention because they occur frequently. In general, these issues are addressed in the thermoelectricity literature. Analysis of heat transfer problems is less complex than the traditional problems discussed in Advanced Solid Mechanics textbooks. Chapter 9 of this book covers the topic of heat sinks. Inelastic elasticity problems are covered in Chapter 10. In addition to the beam-column topics, this chapter introduces the student to the elasticity problem as an eigenvalue problem. This is an important concept for a student to appreciate. Energy methods such as Rayleigh-Ritz, Timoshenko, the use of trigonometric series, etc. find their place in this field.
Introduction to synthetic mechanics can be found in Chapter 11. Application of modern technology and industrial processes using different materials. This chapter provides a good foundation for this topic. Solid materials are a natural extension from isotropic solids to anisotropic materials. Orthotropic materials, off-axis loading, corner ply and cross ply laminate, failure rates of materials, effects of Poisson’s ratio, etc. A sufficient number of samples are covered. Stress and rupture are important factors in research theory. Using a simple teaching style, these topics are only discussed in a dedicated book. However, a book of this type can provide a good introduction to these important topics. Chapter 12 provides excellent information and many worked examples. Depending on the treatment provided, many practical problems can be solved safely.
Although SI units are used in many numerical examples and problems, some also exist in kgf, metre, and second units. This is done deliberately so that the student can adapt to using both units of daily life; kgf is used to measure strength and weight. In cases where kgf units are used, their equivalents in SI units are also given.
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