Page 176 - Handbook of Materials Failure Analysis
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172    CHAPTER 7 Investigation of failure behavior of tubular components




                         different levels of applied displacements in order to achieve different amounts of crack
                         growth. The initial crack lengths as well as the final crack lengths after the fracture tests
                         have been measured on the fracture surface.



                         6 RESULTS AND DISCUSSION
                         In this section, the load-displacement results as obtained directly from the experi-
                         ments with two different test setups are presented. The method to derive the fracture
                         resistance behavior of the axially cracked fuel-lad tube in terms of J-R curve is pre-
                         sented. Initially, the results of test setup with conical loading mandrels are presented.
                         This is followed by the results which have been obtained from the test setup with a
                         pair of split semi-cylindrical mandrels. The type of axially cracked specimen remains
                         same for both the test setup with different types of loading mandrels. However, the
                         first test setup uses specimen with 50 and 100 mm length, whereas the second setup
                         uses specimen with 13 mm length. The diameter and thickness of the specimens are
                         same for both the test setups.


                         6.1 RESULTS OF THE TEST SETUP WITH CONICAL-TYPE
                         LOADING MANDREL
                         The load-displacement behavior for the axially cracked specimens with different
                         values of a 0 /W is shown in Figure 7.10. As the specimen with higher a 0 /W ratio
                         has less stiffness, the load corresponding to same axial displacement of the mandrel
                         is less. It was also observed that for the same value of applied displacement, spec-
                         imens with smaller initial crack lengths absorb more energy due to extensive plastic
                         deformation.
                            For calculation of plastic deformation energy, the frictional dissipation needs to
                         be subtracted from the total energy applied on the specimen. Frictional dissipation is
                         calculated from the area under the frictional force F f versus the applied displacement
                         curve. The force of friction can be evaluated from the equilibrium condition and is
                         given as follows.
                                                            μF
                                                    F f ¼                                (7.1)
                                                        sin θ + μcos θ
                         where μ is the coefficient of friction, θ is the half cone angle, F is the applied load.
                         The coefficient of friction between stainless steel mandrel and Zircaloy-4 (with
                         lubrication between the surfaces) has been taken as 0.08. The absorbed plastic defor-
                         mation energy versus crack extension data was observed to be nearly independent of
                         the a 0 /W ratios of the specimens as shown in Figure 7.11. This may be attributed
                         to the dependence of plastic deformation energy (required for ductile crack growth)
                         on the formation of an intense localized plastic deformation zone ahead of the crack-
                         tip, which is independent of the actual remaining ligament of the specimen. In order
                         to compare the fracture resistance behavior of axially cracked fuel-clad specimens,
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