TEMPERATURE MARGIN ESTIMATION OF BRITTLE FRACTURE FOR REACTOR PRESSURE VESSEL DURING EMERGENCY MODE
DOI:
https://doi.org/10.20535/2305-9001.2015.75.51826Keywords:
brittle strength, RPV's nozzle DU-850, emergency mode of VVER-1000, stress intensity factorAbstract
There are 15 RPV units in Ukraine at the four nuclear power plants. Most of them have completed their design working life (30 years). Calculation of the brittle strength is one of the main estimation to exist life of the reactor pressure vessel under their design resource. Currently in Ukraine there are 4 different regulatory techniques. That allow for specifying calculations for reactor life extension in over the project period. In addition, the supervisory authority requires coordination of positions with the relevant IAEA documents. However, these documents do not only contradict each other, but none of them hasn't details of tests to justify the correct application of accepted numerical schemes, geometrical patterns and submodel, density grid, select the type of finite element. A significant problem is the absence of specific guidance on the use of modern software codes for computing SIF in time in the presence of elastic-plastic deformation including the presence of residual stresses. All of this hasn't objectivity for assessment accuracy of calculation, loss of material, formulating unreasonable demands expertise and delaying the appearance of different approaches and universal ways.In this article are shown the technique of calculating reactor vessel VVER-1000 in fragile strength.By using modern software codes are simulated real emergency operating mode and temperature margin of brittle fracture.
References
PNAE G-7-002-86. Standarts of strength calculation for equipment and pipelines of nuclear power plants. Moscow: Energoatomizdat, 1989. 524 pages.
Wilson, W.K. and Osias, J.R.: "A comparison of finite element solutions for an elasticplastic crack problem", Int. J. Fracture 14 (1978), R95.
LARSSON, L.H.: "A calculational round robin in elastic-plastic fracture mechanics". Int. J.Press. Vess. and Piping 11 (1983), 207.
W. Brocks and I. Schneider. Numerical aspects of the path-dependence of the J-integral in incremental plasticity. Internal report GKSS/WMS/01/08, GKSSForschungszentrum, Geesthacht, 2001.
IAEA-EBP-WWER-08/Rev. 1. International atomic energy agency, Guidelines on pressurized thermal shock analysis for WWER nuclear power plants. Revision 1, IAEA, Vienna, 2006.
ABAQUS version 6.14 User’s manual. RI: Hibbitt, Karlsson & Sorencen Inc.2014.
Unified Procedure for Lifetime Assessment of Components and Piping in WWER NPPs, «VERLIFE» Version 2008, 275 р.
M.M. Koloskov, E.T. Dolbenko, Y. Kashira. Database of steels and alloys, ed. AS Zubchenko. Moscow: Mechanical Engineering, 2001, 672 .
J CALCULATION FOR A CRACK IN A WELDING RESIDUAL STRESSFIELD FOLLOWING A FE WELDING SIMULATION Yuebao Lei SMIRT 23 Manchester, United Kingdom - August 10-14, Division II, Paper ID 213
Tsybenko A.S., Kuranov B.A., Chepurnoj A.D., Shaposhnikov A.A., Krishchuk N.G., Malashkin G.YU. Termonapryazhennoe sostoyanie sosudov vysokogo davleniya pri zaholazhivanii i nadduve. Soobshchenie 2. Zaholazhivanie sosuda zhidkim hladagentom. Кyiv: Problemy prochnosti, 1987, No 8. p.75-80