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Mechanics of materials. an introduction to the mechanics of elastic and plastic deformation of solids and structural components / Volume 2 :

Mechanics of Materials, Second Edition, Volume 2 presents discussions and worked examples of the behavior of solid bodies under load. The book covers the components and their respective mechanical behavior. The coverage of the text includes components such cylinders, struts, and diaphragms. The book...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor principal: Hearn, E. J. (Edwin John)
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Oxford [England] ; Boston : Butterworth-Heinemann, [1985]
Edición:Second edition.
Colección:International series on materials science and technology ; volume 19.
Temas:
Acceso en línea:Texto completo
Tabla de Contenidos:
  • Front Cover
  • Mechanics of Materials
  • Copyright Page
  • Table of Contents
  • INTRODUCTION
  • NOTATION
  • CHAPTER 16. UNSYMMETRICAL BENDING
  • Summary
  • Introduction
  • 16.1. Product second moment of area
  • 16.2. Principal second moments of area
  • 16.3. Mohr's circle of second moments of area
  • 16.4. Land's circle of second moments of area
  • 16.5. Rotation of axes: determination of moments of area in terms of the principal values
  • 16.6. The ellipse of second moments of area
  • 16.7. Momental ellipse
  • 16.8. Stress determination
  • 16.9. Alternative procedure for stress determination16.10. Alternative procedure using the momental ellipse
  • 16.11. Deflections
  • Examples
  • Problems
  • CHAPTER 17. STRUTS
  • Summary
  • 17.1. Euler's theory
  • 17.2. Equivalent strut length
  • 17.3. Comparison of Euler theory with experimental results
  • 17.4. Euler validity limit
  • 17.5. Rankine or Rankine-Gordon formula
  • 17.6. Perry-Robertson formula
  • 17.7. British Standard procedure
  • 17.8. Struts with initial curvature
  • 17.9. Struts with eccentric load
  • 17.10. Laterally loaded struts
  • ""17.11. Alternative procedure for any strut-loading condition""""17.12. Struts with unsymmetrical cross-sections""; ""Problems""; ""CHAPTER 18. STRAINS BEYOND THE ELASTIC LIMIT""; ""Summary""; ""Introduction""; ""18.1. Plastic bending of rectangular-sectioned beams""; ""18.2. Shape factor�a�?symmetrical sections""; ""18.3. Application to I-section beams""; ""18.4. Partially plastic bending of unsymmetrical sections""; ""18.5. Shape factor�a�?unsymmetrical sections""; ""18.6. Deflections of partially plastic beams""; ""18.7. Length of yielded area in beams""
  • ""18.8. Collapse loads�a�?plastic limit design""""18.9. Residual stresses after yielding: elastic-perfectly plastic material""; ""18.10. Torsion of shafts beyond the elastic limit�a�?plastic torsion""; ""18.11. Angles of twist of shafts strained beyond the elastic limit""; ""18.12. Plastic torsion of hollow tubes""; ""18.13. Plastic torsion of case-hardened shafts""; ""18.14. Residual stresses after yield in torsion""; ""18.15. Plastic bending and torsion of strain-hardening materials""; ""18.16. Residual stresses�a�?strain-hardening materials""
  • 18.17. Influence of residual stresses on bending and torsional strengths18.18. Plastic yielding in the eccentric loading of rectangular sections
  • 18.19. Plastic yielding and residual stresses under axial loading with stress concentrations
  • 18.20. Plastic yielding of axially symmetric components
  • Examples
  • Problems
  • CHAPTER 19. RINGS, DISCS AND CYLINDERS SUBJECTED TO ROTATION AND THERMAL GRADIENTS
  • Summary
  • 19.1. Thin rotating ring or cylinder
  • 19.2. Rotating solid disc
  • 19.3. Rotating disc with a central hole