Hooke's Law Stated That Within Elastic Limit, The Linear Relationship between simple stress and strain for a bar is expressed by equation
Stress ∝ Strain
σ = E ε
Where,
σ = is the axial normal stress
ε = is the axial normal strain
E = is the modulus of elasticity or Young's Modulus
Hooke's law for shear
ፒ = G Ø
Where,
ፒ = is the shear stress
Ø = is the shear strain
G = is the modulus of rigidity or (shear modulus)
Stress ∝ Strain
σ = E ε
Where,
σ = is the axial normal stress
ε = is the axial normal strain
E = is the modulus of elasticity or Young's Modulus
Hooke's law for shear
ፒ = G Ø
Where,
ፒ = is the shear stress
Ø = is the shear strain
G = is the modulus of rigidity or (shear modulus)
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