stress and strain section c

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By Priyanka Singh M.Tech (Applied Mechanics) Motilal Nehru National Institute of Technology

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Page 1: Stress and strain  section c

ByPriyanka Singh

M.Tech (Applied Mechanics)Motilal Nehru National Institute of Technology

Page 2: Stress and strain  section c

Objectives

1. Define stress & strain.2. Utilize Hooke’s Law to calculate unknown stresses and strains.3. Determine material parameters from a stress-strain curve.4. Recognize elastic and plastic components of deformation in a material.5. Identify the regions of behavior on a stress-strain diagram.

Page 3: Stress and strain  section c

Intensity of ForceStress = ____ /____

Page 4: Stress and strain  section c

Normal : load perpendicular to area

Page 5: Stress and strain  section c

Types of Stress a) Normal b) Shear : load parallel to area

Page 6: Stress and strain  section c

Types of Stress a) Normal b) Shear c) Hydrostatic (uniform pressure)

Page 7: Stress and strain  section c

Strain: Intensity of Deformation

e = ____/_____ =dl / lo

Page 8: Stress and strain  section c

Normal : deformation in the the direction of length

Longitudinal Strain

e = u / l

Transverse Strain

e = v / l

Page 9: Stress and strain  section c
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Poissons Ratio Values

= 0.5 constant volume = 0.3 good guess for most materials

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Types of Strain Normal Shear : deformation normal to length

Page 13: Stress and strain  section c

Types of Strain Normal Shear Dilatational (volume change)

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Called a “Constitutive Model”

Simple Linear Model: “Hooke’s Law”

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Relating Stress and StrainNormal

S = E e Stress = Young’s modulus x strain

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Relating Stress and StrainShear

Hooke’s Law

= G

Shear Modulus

G = E / [2 (1+ )]

= shear stressG = shear modulus = shear strain

Page 17: Stress and strain  section c

Relating Stress and StrainDilatational (hydrostatic)

Hooke’s Law

P = K

K= E/3(1-2)

P = pressure

K = bulk modulus

= V/ Vo

Page 18: Stress and strain  section c

-Hookean to a limiting strain-Proportional limit : Deviation from linear-After PL

*Linear*Flat*Non linear

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Tensile Test

Callister, Materials Science & Engineering

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What is Elastic Deformation?

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*Recoverable strain (elastic)

*Nonrecoverable strain (plastic)

Real Material Behavior

S

e

Elastic Elastic/plastic

Plastic Elastic

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Unload/Reload

Callister, Materials Science & Engineering

Page 24: Stress and strain  section c

Yield Strength from S-e Curve

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Representative ModuliiMaterialMaterial Modulus (psi)Modulus (psi)AluminumAluminum 10x1010x10^6^6

SteelSteel 30x1030x10^6^6

PolycarbonatePolycarbonate 300 x 10^3300 x 10^3