Strength of materials

1.Properties of Metal stress and Strain
  Important Mechanical properties
  Elaticity
  Plasticity
  Ductility
  Brittleness
  Malleability
  Toughness
  Hardness
  Strength
  Creep
  Fatigue
  Resilience
  Stress and strain
  Limit of Proportionality
  Plastic Range
  Yeild Point
  Rupture Strength
  Proof Stress
  Type of Tension failure in Metal
  Ductile metal (Shear failure)
  Brittle metal
  Type of failure in compession
  Ductile material
  Brittle material
  Behaviour of various material
  Hooke's Law
  Axial elogation (∆) of prismatic bar due to external load
  Deflection of bar (∆) due to self weight
  Prismatic bar
  Conical bar
  Deflection (∆) of Tapered Bar
  Circular tapering bar
  Rectangular tapering bar
  Equivalent Young's Modulus of Parellel Coposite Bar
  Elastc Constants
  Poisson's Ratio (μ)
  Volumetric Strain Tri-Axial Loading
  Uni-axial Loading on Rectangular Parallelopipe
  Triaxial loading on Rectangular Parallelopipe
  Volumetric Strain of Cylindrical bar
  Matrix Representation of Stress and Strain
  Relation between E,G,K,μ
  Strain Energy
  Resilience
  Proof Resilience
  Thermal Stress and Strain
 
 2.Shear Force and bending moment
  Types of Beam
  Simply Supported Beam
  Fixed Beam
  Cantilever beam
  Continuous Beam
  Shear Force
  Sign Convention
  Bending Moment
  Relationship Between Bending Moment (M),Shear Force(S) and loading Rate (w)
 
 3.Principle Stress/ Principal Strain
  Principal Stress
  Sign Conventions
  Analytic Method Analysis
  Graphical method of analysis/Mohr's Circle
  Analysis of strain
 
 4.Theory of Failure

  Maximum Principal stress theory
  Maximum Principal strain theory (ST.Vecant's theory)
  Maximum Shear stress theory (Guest & Tresca's theory)
  Maximum Strain energy theory (Haigh's theory)
  Maximum shear strain energy/Distortion energy theory/Mises-Henky theory
 
 5.Deflection of beam
  Method of Determining Deflection of beam
  Double integration method
  Moment area method
  Stain energy method
  Conjugate beam method
  Deflection of Beam Under Different Loading /Support Condition
 
 6.Pressure vessel
  Types of Pressure Vessels
  Thin shells
  Thick shells
  Nature of stress in thin cylinder shell subjected to internal pressure
  Analysis of thin cylinder
  Logitudinal Stress
  Hoop Stress
  Logitudinal Strain
  Hoop strain
  Ratio of Hoop Strain to Logitudinal Strain
  Volumetric strain of Cylinder
  Absolute max shear stress
  Analysis of thin sphere
  Hoop Stress/Logitudinal stress
  Hoop strain/Logitudinal strain
  Volumetric strain of sphere
  Analysis of Thick Cylinder/ Lame's Theoram
  Lame's Assumption
  Lame's equation
  Subjected to internal pressure
  Analysis of Thick Spheres
 7.Tortion of Shaft
  Equation of Tortion
  Sign Convention
  Moment of Inertia About Polar Axis
  For Solid Circular section
  For Hollow Circular section
  Compound Shaft
  Series Connection
  Parallel Connection
  Strain energy (U) stored in shaft due to torsion
  Effect of Pure Bending on shaft
  Effect of Pure Torsion on shaft
  Combinde effect of bending and torsion
  Shear stress Distribution
  Solid Circular Section
  Hollow Circular Section
  Composite Circular Section
  Thin tubler section
  Power transmitted in shaft
 
 8.Shear Centre
  Distance of shear centre for importatnt section
  Channel Section
  Semicircular Section
  Open Circular Silt
 
 9.Columns Strut
  Buckling Failure : Euler's Theory
  Assumption of Euler's Theory
  Limitation of Euler's Formula
  Euler's load for different column with different end condition
  Slenderness Ratio (λ)
  Rankine's Formula
  Shape of kern in eccentric loading
 
 10.Springs
  Type of spring on the basis of helix angle
  Series and parrelel arrangement of springs/Equivalent spring constant
  Closed coil helical spring under axial pull
  Strain energy stored in spring (U)
  Whale's correction factor /stress concentration factor