Issue 36

T. Fekete, Frattura ed Integrità Strutturale, 36 (2016) 99-111; DOI: 10.3221/IGF-ESIS.36.10 106 3 For elastic calculations, a series of crack locations were selected for fracture mechanics calculations, as it is presented on Fig. 3. The aim of this development was to make the calculations suitable for an algorithmic evaluation of the crack locations in any transient case. 45° 90° 135° 225° 270° 315° 180° 167° 193° 0° 360° 1400 1735 2700 1825 1900 2000 1100 11128 Figure 3 : Locations selected for fracture mechanics calculations on a VVER-440 RPV. At each location, two types of cracks have been defined, as follows: one type was a semi-elliptic, underclad crack; the other type was a through clad crack, both shown on Fig. 4. The a/c ratio was set to 1/3 [3]. The depth of the cracks varied between 2 and 14 mm from the cladding-base metal interface; the maximal crack- depth was 0,1s . The use of this maximal postulated crack-depth parameter was allowed to calculate with because NDE tests were qualified according to international standards. NDE results also proved that the cladding could be seen free from critical defects, so the use of underclad cracks was also allowed. The through-clad cracks served for parametric studies. 2c 2c A C A C a t pl t a Figure 4 : The two crack types defined for Fracture Mechanics analyses [6, 7].