Page 175 - Handbook of Materials Failure Analysis
P. 175

5 Fracture Experiment on Tubular Specimens    171




                                                             W
                                                                 a 0






                                                     Specimen
                                                      Fixture
                                                                     Load
                             (a)                      (b)
                  FIGURE 7.8
                  (a) An axially cracked specimen machined from fuel-clad tube; (b) specimen loaded with two
                  semi-cylindrical mandrels to open the crack.


                                 0.25                               b
                                                     Ø 14.3± 0.03

                        1 to 7
                                                                             18± 0.04
                                              13


                           2
                                                               W
                                        0.5
                                     D i
                                          All dimensions are in mm
                        (a)                        (b)
                  FIGURE 7.9
                  Dimensions of (a) an axially cracked specimen machined from fuel-clad tube (D i ¼15.2 mm);
                  (b) semi-cylindrical split mandrels (b¼8 mm, w¼19 mm).


                  used for compliance measurements as a function of crack length to width (a/W)ratio.
                  These compliance data has been later to used to derive the geometric or shape functions
                  for derivation of mode-I linear elastic stress intensity factor K I .
                     Theinitialcracklengthtowidth(a 0 /W)ratiosofthesespecimensaregivenas:0.474,
                  0.526,0.579,0.632,0.684,0.737,and 0.789,respectively. Later, another set ofsix spec-
                  imens with very close a 0 /W ratios have been prepared for the fracture-mechanics tests.
                  These specimens are denoted as Sp1-Sp6, respectively. The a 0 /W ratios of these spec-
                  imens are 0.569, 0.554, 0.595, 0.570, 0.554, and 0.570, respectively. The crack lengths
                  during fatigue pre-cracking have been measured at nine points along the thickness and
                  their average values have been calculated. Each specimen has been subjected to
   170   171   172   173   174   175   176   177   178   179   180