For a general three-dimensional state of stress, the analysis is represented by three Mohr’s circles. These circles are drawn in the \(\sigma_n – \tau_n\) plane using the three principal stresses (\(\sigma_1, \sigma_2, \sigma_3\)) as diameters. The largest circle, defined by \(\sigma_1\) and \(\sigma_3\), encloses the other two and determines the absolute maximum shear stress, \(\tau_{abs max} = (\sigma_1 – \sigma_3)/2\).
