, intermediate, and minimum intensity.If we assume that the principal orientation of the element and the principal stresses are known, this condition is known as “triaxial stress”.If we view each face of this element in 2
D
(the
y'-z'
,
x'-z'
,
x'- y'
planes), we can then use a Mohr’s circle to determine the maximum in-plane shear stress for each plane.