Issue 41

G. G. Cunto et alii, Frattura ed Integrità Strutturale, 41 (2017) 332-338; DOI: 10.3221/IGF-ESIS.41.44 337 Specimen Orientation J limit [kJ.m -2 ] J max [kJ.m -2 ] J IC [kJ.m -2 ] C m CT1 L-C 537 857 199 -- -- CT2 L-C 540 701 168 355 0.621 CT3 L-C 535 653 193 -- -- Table 3: Results of J-Integral tests for the weld AISI 316L Fracture mechanics analyses Applying the mechanical properties found in the tensile test and a specific load, that considers normal operation condition, in the leak calculation software PICEP, the leak rate curves versus crack size were determined. Fig. 3 present the typical leak flow rate versus crack length found for the three different zones in the welded pipe. Figure 3: Typical Leak flow rate x crack length for different zones in welded pipe. Considering that a typical detectable leakage capability of 1 gpm is considered for PWR plants and the margin of 10 shall be applied, it was possible to determinate the size of through-wall cracks that will result in detectable leakage of 10 gpm for each tested hot tensile specimen. Figure 4: Average sizes for critical crack and 10 gpm leakage crack for different zones in welded pipe. Using also the PICEP software, but considering normal plus seismic SSE loads conditions, size of critical through-wall cracks were found for all three zones of the welded pipe. Fig. 4 shows both the size of through-wall cracks that will result in leakage of 10 gpm and the size of critical cracks for all the three different zones and orientation in the welded pipe.