๐Plane having principal stress has no tangential stress.
๐Mutually perpendicular planes are 180 degree apart in Mohr circle and have numerically equal value of shear stress.
๐Maximum shear stress = radius of Mohr's circle
๐ Theory of Failure Also Known as
Maximum principal stress theory Rankine theory, Lame's theory, Maximum stress theory
Maximum principal strain theory St. Venant theory
Maximum shear stress theory Tresca theory, Guest theory, Columb theory
Maximum strain energy theory Beltrami Haigh theory
Maximum shear strain energy theory Distortion energy theory, Von-Mises theory
๐ Bending Equation
M/I = ฯ/y = E/R
where, M = Bending Moment
ฯ = Bending stress
I = Moment of inertia
y = Distance of the fibre from Neutral axis
R = Radius of curvature
E = young's modulus of elasticity
๐ Torsion Equation:
T/Ip = ฯ/r = ฯmax/R = N.ฮธ/l
๐ Strain energy per unit volume = 1/2 x shear stress x shear strain
๐ Strain energy in torsion = 1/2 x T x ฮธ
๐ For Brittle materials, Normal stress theory gives best result
๐ For ductile material maximum shear stress theory is applicable.
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