Page 246 - Marks Calculation for Machine Design
P. 246

P1: Shibu/Sanjay
                          January 4, 2005
                                      14:35
        Brown.cls
                 Brown˙C05
                  228
                                           STRENGTH OF MACHINES
                                           (0,–t)
                                                          Radius
                                   (–t,0)               (t,0)
                                                                    s
                                             (0)
                                            (0,t)
                                                t (2q ccw)
                         FIGURE 5.47  Draw circle.
                    Where the circle crosses the (σ) axis on the right locates the maximum principal stress
                  (σ 1 ), and where it crosses on the left is the minimum principal stress (σ 2 ). For the pure
                  shear element, the maximum principal stress is (τ) and the minimum principal stress is
                  (−τ). This means the pure element, unlike the uniaxial and biaxial elements, is actually
                  the maximum shear stress element as in Fig. 5.48, where the radius is the maximum shear
                  stress (τ max ).


                                           (0,–t)

                                             (t)
                                   (–t,0)              (t,0)
                                                                    s
                                      s 2    (0)       s 1


                                            (0,t)
                                                t (2q ccw)
                         FIGURE 5.48  Principal stresses and radius of circle.

                    At 90 to the principal stresses are the maximum and minimum shear stresses. For a pure
                        ◦
                  shear element these shear stresses are equal to (τ) and a minus (−τ), respectively, as shown
                  in Fig. 5.49.
                                           (0,–t)  (t min )

                                             (t)
                                   (–t,0)              (t,0)
                                                                    s
                                      s 2    (0)       s 1


                                            (0,t)  (t max )
                                                t (2q ccw)
                         FIGURE 5.49  Maximum and minimum shear stresses.
   241   242   243   244   245   246   247   248   249   250   251