ABSTRACT:With the life extension of NPPs world-wide, new challenges have emerged in engineering calculations. In the brittle fracture research field, a significant amount work has been performed over the past 20 years in France to adapt the historic Griffith energy release-rate approach to engineering space. A new elastic fracture theory is set up, extended from the Griffith approach. Within EDF R&D, Lorentz and Wadier have since then improved the model which is based on several ingredients including the application of an energy minimization principle, the definition of a specific damage model and the use of a notch to represent the crack.
Among other advantages, the Gp method has been developed as a true engineering approach and hence is relatively easy to implement in a FE software: it has already been implemented into code_aster developed by EDF R&D.
Beyond the application in France, and in the wake of a simple comparison benchmark launched in 2018 with CNNC/NPIC on a CT specimen, then a calculation on a RPV type geometry was performed. This work aims at working together on establishing a strong industrial basis to demonstrate applicability in engineering and structural integrity space.
The paper provides the progress achieved in the benchmark work and the results obtained in the frame of the work jointly led with CNNC/NPIC in the field.
Key words: Brittle fracture; Gp approach; structural integrity