On the y faces, a positive τyx:

Stress component terminology

  • acts on the +y face in the positive x direction

  • acts on the –y face in the negative x direction

Another way to remember the shear stress sign convention:

  • the shear stress is positive if the directions associated with its subscript are plus-plus or minus-minus;
  • the stress is negative if the subscripts are plus-minus or minus-plus.