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Slides

Introduction

Lalithej Vvk Mechanical Engineering GATE Inglês 20 slides

Introduction

Slides do conjunto (20)

  1. Mechanics

    • Branch of Science which deals with the study of Internal and External Forces
    • It deals with the effects of these forces on various structures, machines and fluids
    • Mechanics
  2. Strength Of Materials

    • Study of Internal forces developed due to elastic deformation under the action of loads
    • Stress
    • Resisting force developed at a point
    • Design Criterion
    • Strength - Permissible strength
    • Rigidity - Permissible deformation
    • Design
    • High Strength
    • Rigidity
    • Economic
    • Low Weight
    • High life
  3. Differences

    • Difference between Mechanics and MOS
    • EM - Rigid Bodies
    • MOS - Deformable bodies
    • Difference between MOS and Machine Design(MD)
    • MOS - Static Loading
    • MD - Dynamic Loading
  4. Criterion

    • Strength Criterion
    • Shear Stress = T/Zp
    • Normal Stress = P/A
    • Bending Stress = M/Z
    • Rigidity Criterion
    • Normal Strain = PL/AE
    • Shear Strain = TL/GJ
  5. Factor of Safety

    • Factor of Safety (N) = Failure Stress / Permissible Stress
    • Static Loading
    • Ductile Material = Yield Strength
    • Brittle Material = Ultimate Strength
    • Yield Strength is considered in Ductile materials to avoid Permanent (Plastic) Deformation
    • Margin of Safety (m) = N - 1
    • In Pressure Vessels, N => 4.5
    • Reserve Strength = Failure Strength - Permissible Strength
    • Drawbacks: Cost increases
  6. Deformation in Punching

    • Deformation in Punching
    • Punch - Elastic Deformation
    • Plate - Plastic Deformation
  7. Assumptions of MOS

    • Material
    • Isotropic
    • Homogenous
    • Prismatic
    • Uniform Cross Section
    • Static Load
    • Follows Hooke's law
    • Self Weight is neglected
  8. Load

    • Load is an external force applied on a body
    • Load is classified on the basis of
    • Time
    • Cross Section
    • Load Distribution (Loading Type)
  9. Load Classification wrt Time

    • Load Classification wrt Time
  10. Classification of Loads wrt Cross Section

    • Classification of Loads wrt Cross Section
  11. Classification of loads wrt Type of Load

    • Classification of loads wrt Type of Load
  12. Loads wrt Time

    • Loads wrt Time
    • Loads wrt Time
    • Legenda: Dead Load
    • Legenda: Gradually Applied Load
  13. Impact Loading

    • Impact Loading
    • Legenda: Impact Loading
    • An Impact is a high force or shock applied over a short time period. (Δt tends to 0)
    • Examples -
    • IC Engine, Piston, Connecting Rod
    • Springs in shock absorber
    • Spur gears high pitch line velocity
    • Punching, Forging etc.
  14. Impact Factor

    • Impact Factor
    • Used to determine the Impact Strength of a given material
    • Ratio of Dynamic Deformation to Static Deformation is defined as Impact Factor
    • when h--->0, I.F ---->2 which gives rise to Impact Loading
    • Supports
    • Rigid Support - Static Bending
    • Flexible Support - Impact Bending
  15. Fatigue Loads

    • Failure of Machine Components is caused due to Fatigue Loads
    • Type of Fatigue Loads
    • Fluctuating
    • Only Magnitude changes
    • Completely Reversed
    • Only Direction changes
    • Alternating
    • Both Magnitude and Direction change
  16. Beams

    • Beams
    • Load is always perpendicular
    • Span is defined as the distance between supports
    • A beam is said to be statically determinate when
    • No. of Reaction forces = No. of Equilibrium Equations
    • A beam is said to be Statically indeterminate when
    • No. of Reaction forces > No. of Equilibrium Equations
    • Cantilever beam is always Statically Determinate
    • Fixed and Continuous beams are always Statically Indeterminate
    • In SSB
    • Span = Length of the beam
    • Is generally Statically Determinate but can be Statically Indeterminate under Variable Temperature condition
  17. Bending

    • Bending
    • Bending is a process by which metal can be deformed by plastically deforming the material
    • Sagging and Hogging
    • Sagging
    • Bending Moment is positive
    • Sagging - u
    • Sagging - Compressive Force
    • Hogging
    • Bending Moment is negative
    • Hogging - n
    • Hogging - Tensile Force
  18. Pure Bending

    • Pure Bending
    • Equal and Constant Couples
    • Bending Moment is constant throughout the beam length
    • Neutral Fibre - Axis where the length is the same before and after bending
    • Point of Contraflexure
    • Contra - Opposite. Flexure - Bending
    • Point where Sagging and Hogging meet
    • Bending Moment is zero
  19. Shear Force

    • Shear Force
    • Shear Force
    • Convention
    • Clockwise - Positive
    • AntiClockwise - Negative
    • Bending Moment is maximum when Shear Force is Zero
  20. Slide 20

Informações

Descrição
GATE Mechanical Engineering (Strength of Materials) Slides sobre Introduction, criado por Lalithej Vvk em 24-06-2017.
Criado por
Lalithej Vvk
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