Fundamentals of Solid Mechanics 1st Edition by Gambhir ISBN 978-8120338708 8120338707

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Product details: 

ISBN 10:  8120338707

ISBN 13: 978-8120338708

Author:  M. L. Gambhir
Fundamentals of Solid Mechanics: A Treatise on Strength of MaterialsPhi Learning9788120338708Fiction/Non-fictionSciences, Technology & MedicineSciences, Technology & Medicine8120338707

Table of contents: 

Chapter 1: Introductory Concepts
1.1 General
1.2 Classification of Solids or Objects
  1.2.1 Classification Based on Geometry
  1.2.2 Classification Based on Stiffness
  1.2.3 Classification Based on the Nature of Internal Forces
  1.2.4 Classification Based on Materials of Construction
1.3 Basic Rigid Elements
1.4 Basic Requirements of Solids
1.5 Internal Forces
  1.5.1 Stresses and Strains
1.6 Principles of Solid Mechanics
  1.6.1 Forces and Moments
1.7 Idealization of Solid Objects
1.8 Equilibrium of Solids
  1.8.1 Special Equilibrium Cases
  1.8.2 Sign Convention
1.9 Free-body Diagrams
  1.9.1 Reactive Forces
  1.9.2 Support Conditions
  1.9.3 Forces and Reactions Due to Overturning
  1.9.4 Bodies with Cable Supported End
  1.9.5 Multi-span Statically Determinate Beams or Cantilevered Beams
  1.9.6 Plane Frame Objects
1.10 Analysis of Structures
1.11 Problems

Chapter 2: Analysis for Axial Forces: The Cable and the Plane Truss
2.1 Introduction
2.2 The Cable
2.3 The Analysis of a Cable
  2.3.1 Cable with the Supports at the Same Level
  2.3.2 Cable with Supports at Different Heights
  2.3.3 Cable Lengths
2.4 Temperature Stresses in the Cable
2.5 Cable Supports
  2.5.1 Cable Passing over Guide Pulleys
  2.5.2 Cable Clamped to Saddle on Smooth Rollers
2.6 The Trusses
  2.6.1 Components of a Truss
  2.6.2 Member Forces
  2.6.3 Classification of Trusses
2.7 Analysis of Simple Planar Trusses
  2.7.1 Assumptions
  2.7.2 Notation
  2.7.3 Geometric Stability
  2.7.4 Statical Determinacy
2.8 The Principle of Analysis
  2.8.1 Methods for Analysis and Sign Conventions
  2.8.2 Member Force Notation
2.9 Method of Joints Equilibrium
  2.9.1 Simplifying Conditions
2.10 Method of Sections or Moments
2.11 Problems

Chapter 3: Analysis for Deformation of Bars: Statically Determinate Systems (Simple Stresses and Strains – Elastic Constants)
3.1 Introduction
3.2 Stresses
  3.2.1 Tensile and Compressive Stresses
  3.2.2 Strength of Tension Member
  3.2.3 Allowable Stresses
3.3 Normal Strains
3.4 Elastic Limit
  3.4.1 Modulus of Elasticity
  3.4.2 Deformations in the Materials
3.5 Analysis of Simple Systems
3.6 Lateral Strain and Poisson’s Ratio
  3.6.1 Lateral Strain
  3.6.2 Poisson’s Ratio
3.7 Shear Strain and Modulus of Rigidity
  3.7.1 Shear Strain
  3.7.2 Modulus of Rigidity
3.8 Volumetric Strain and Bulk Modulus
  3.8.1 Volumetric Strain
  3.8.2 Bulk Modulus
3.9 Relations Between Elastic Constants
3.10 Problems

Chapter 4: Analysis for Axial Deformation of Bars: Statically Indeterminate Systems (Composite Systems and Thermal Stresses)
4.1 Introduction
4.2 Systems Consisting of Elements of Equal Lengths
4.3 Systems Consisting of Elements of Unequal Lengths
4.4 Thermal Deformations and Strains
4.5 Systems Subjected to Temperature Changes
  4.5.1 System Consisting of Components of Equal Lengths
4.6 Problems

Chapter 5: Biaxial and Triaxial Stresses and Strains: Pressure Vessels
5.1 Introduction
5.2 Thin Walled Pressure Vessels
  5.2.1 Thin Cylindrical Pressure Vessels
  5.2.2 Riveted Cylindrical Shells
  5.2.3 Wire Bound Thin Pipes
5.3 Thin Spherical Shells
5.4 Vessels Subjected to Fluid Pressure
5.5 Cylindrical Shell with Hemispherical Ends
5.6 Thick Pressure Vessel
5.7 Shrink-fitted Thin Cylinders
  5.7.1 Initial Difference in Radii of Two Tubes at the Interface
5.8 Proportioning of Compound Cylinders
5.9 Thick Spherical Shells
5.10 Problems

Chapter 6: Torsion
6.1 Introduction
6.2 Torsion of Members with Circular Cross-section
  6.2.1 Basic Assumptions
  6.2.2 The Torsion Formula
  6.2.3 Distributed Torque
6.3 Power Transmitted by a Shaft
6.4 Tapered Circular Shafts
6.5 Compound Circular Shafts
  6.5.1 Shafts in Series
  6.5.2 Compound Sections or Shafts in Parallel
6.6 Shaft Couplings
6.7 Statically Indeterminate Systems
6.8 Torsion of a Member of Non-circular Cross-section
  6.8.1 Solid Non-circular Section
  6.8.2 Geometrical Factors
  6.8.3 Thin-walled Open Cross-section
  6.8.4 Members with Thin-walled Closed Cross-sections
  6.8.5 Thin-walled Cellular Sections
6.9 Problems

Chapter 7: Shearing Force and Bending Moment Diagrams
7.1 Introduction
  7.1.1 Calculation of Beam Reactions
  7.1.2 Shearing Forces and Bending Moments
7.2 Shear Force and Bending Moment Diagrams
  7.2.1 Sign Convention
  7.2.2 Construction of Shearing Force and Bending Moment Diagrams
7.3 Principle of Superposition
7.4 Observations Regarding the Shape of Diagrams
7.5 Relationships Among Loads, Shears, and Moments in Structures
7.6 Shear and Moment Diagrams for Determinate Frames
7.7 Problems

Chapter 8: Bending of Simple Beams
8.1 Introduction
8.2 Stresses in Beams
8.3 Flexural Formula
  8.3.1 Bending Stresses
  8.3.2 Equilibrium Conditions
8.4 Economical Sections
8.5 Unsymmetrical Sections
8.6 Application of Flexure Formula
  8.6.1 Symmetrical Sections
  8.6.2 Unsymmetrical Sections

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