Page 254 - Mechanical Behavior of Materials
P. 254

Section 6.4  Three-Dimensional States of Stress                            255


            directions. These are of course the principal normal stresses, σ 1 , σ 2 , and σ 3 . Their directions, 1-2-3,
            are the principal axes, as in Fig. 6.8(a). Interestingly, if the point (σ, τ) for any desired plane is
            plotted on Mohr’s circle as in Fig. 6.9(b), it will always lie within the shaded area. A geometric
            construction to locate this point was derived by Otto Mohr, as described in the book by Ugural
            (2012).
               Rather than analyzing the rather complex general case, we can proceed directly to the principal
            normal stresses by invoking equilibrium of forces on the cube portion for the special case σ = σ i ,
            τ = 0, where σ i is any one of σ 1 , σ 2 , σ 3 . To aid us in this process, we first need to address some of
            the details of the geometry of the oblique plane, including the relative areas of the four faces of the
            cube portion.



            6.4.1 Geometry and Areas

            Consider right triangle O-T-R in Fig. 6.14(b), which is shown in a two-dimensional view as (c).
            Point T is located by extending line R-S to the x-y plane, where R is the z-axis intercept and S is
            the point where the normal intersects the oblique plane. If the distance OS along the normal from
            the origin to the oblique plane is denoted c, the coordinates of point S are (cl, cm, cn). For the z-
            direction, this can be seen in Fig. 6.14(c), where c z = c (cos θ z ) = cn, and similarly for the other two
            directions. Also, from right triangle O-S-R,the z-axis intercept is distance OR = c/ cos θ z = c/n,
            and similarly for the other two axes intercepts. Hence, we now have the coordinates of points P, Q,
            R, and S,asshown in (b).
               Using these coordinates to write RS and PQ as vectors, we find that the dot product of these is
            zero, indicating that the two lines are perpendicular, RS ⊥ PQ. Since RO is perpendicular to any
            line in the x-y plane, we have RO ⊥ PQ as well, and the plane of triangle O-T -R is perpendicular
            to line PQ, so that any line in this plane is also perpendicular, giving RT ⊥ PQ and OT ⊥ PQ.
            Further, from (c), angle O-T -R is seen to equal θ z , due to mutually perpendicular sides, so that
            RT (cos θ z ) = OT .
               We can now find the needed areas A of the triangular faces of the cube portion. Due to the
            perpendicularities noted previously, and since RT (cos θ z ) = OT ,wehave


                       PQ × RT                     PQ × OT
               A PQR =          ,    A PQO = A xy =          = A PQR (cos θ z ) = nA PQR  (6.22)
                           2                           2

            Hence, the area A PQO = A xy of the x-y face is obtained simply by multiplying the area A PQR of
            the oblique face by the direction cosine to the z-axis, n = cos θ z . An analogous result applies for
            the y-z and z-x faces, so that the areas of the three orthogonal faces are simply related to the area of
            the oblique face by multiplying by appropriate direction cosines:


                             A yz = lA PQR ,  A zx = mA PQR ,  A xy = nA PQR          (6.23)
   249   250   251   252   253   254   255   256   257   258   259