In two‑dimensional stress analysis the state at a point is described by the normal stresses (sigma_x) and (sigma_y) acting on orthogonal faces, and the shear stress (tau_{xy}) acting on those faces. Mohr’s circle provides a geometric method to transform these stresses to any rotated coordinate system, revealing the principal stresses where shear vanishes and the maximum shear stress.
The principal stresses (sigma_{1}) and (sigma_{2}) are obtained from the quadratic equation derived from equilibrium conditions. They are given by the well‑known formula:
By locating the centre of the circle at ((sigma_x+sigma_y)/2) and its radius as (sqrt{((sigma_x-sigma_y)/2)^2+tau_{xy}^2}), engineers can quickly assess failure criteria, design safe structures, and understand material behavior under complex loading.
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