Plane stress transformation — visualize principal stresses, maximum shear, and stress rotation
Enter normal stresses σx, σy and shear stress τxy. Sign convention: τ positive CCW on x-face.
For a plane stress state with normal stresses σx, σy and shear stress τxy:
is the center of the circle (the average normal stress), is its radius, and is the angle from the x axis to the principal plane.
σx = 100 MPa, σy = −50 MPa and τxy = 30 MPa (the calculator's default values, so you can compare directly):
Every possible combination of normal and shear stress on planes through a point under plane stress. Each point on the circle is one plane orientation; rotating the plane by θ moves 2θ around the circle.
They are where the circle crosses the σ axis: σ1 = C + R and σ2 = C − R, where C is the average normal stress and R is the radius. Shear stress is zero on the principal planes.
It equals the radius R of the circle and acts on planes 45° from the principal planes, where the normal stress equals the average stress C.
Yes. The FE Reference Handbook includes the plane stress transformation and Mohr's circle equations in the Mechanics of Materials chapter.