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Principal Planes are perpendicular planes where resultant traction is normal, leading to zero shear stress on these planes. The three Stress Invariants (I1, I2, I3) are coefficients of the cubic equation for principal stresses, with I1 relating to hydrostatic stress and I2, I3 to geometric properties. The Normal and Shear components of stress on an oblique plane are determined using the Traction Vector from Cauchy’s stress formula and projections onto the plane

Author

Tanmay Gupta

Language

EN