Page 362 - Mechanical Behavior of Materials
P. 362

Section 8.5  Additional Topics on Application of K                         363


                                         S                                     S
                    (a)                                     (b)


                                          y                           z           t
                                           b                    b       D   y
                                                                                   a
                                              x                                      x
                      t                                           2c
                                          2t

                        2b
                                                     y
                                                 c         c
                                                       D
                                                              P
                                        a
                                                         φ
                                          E                a     E    x
                                        a

                                                       D


                                                           a 1.65
                                    !
                                     πa
                          K D = F D S   ,    Q ≈ 1 + 1.464           (a/c ≤ 1)
                                      Q                    c

                           Case  Values for small a/t, c/b  Limits for 10% accuracy
                           (a)          F D = 1          a/t < 0.4, c/b < 0.2
                                                                 1
                           (b)         F D ≈ 1.12        a/t < 0.3, c/b < 0.2
                                1
                           Note: Except limit to a/t < 0.16 if a/c < 0.25.
            Figure 8.19 Stress intensity factors for (a) an embedded elliptical crack and (b) a similar
            half-elliptical surface crack. The equations give K D at point D for a uniform tension
            normal to the crack plane. (Based on [Newman 86].)

            with a/c ≤ 1, equations giving F D for any a/t are

                           
           2        4
                      F D = g 1 + g 2 (a/t) + g 3 (a/t)  f w ,  g 1 = 1.13 − 0.09(a/c)
                                     0.89                    1                 24
                      g 2 =−0.54 +         ,    g 3 = 0.5 −        + 14(1 − a/c)
                                   0.2 + a/c             0.65 + a/c                   (8.23)

                                 πc   a
                                    !
                       f w =  sec            (c/b < 0.5)
                                 2b   t
   357   358   359   360   361   362   363   364   365   366   367