Kharchenko V. G.S.Pisarenko Institute for Problems of Strength

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Stress State Simulation for Reactor and Steam Generator Pressure Vessels Kharchenko V. G.S.Pisarenko Institute for Problems of Strength 2nd Hungarian-Ukrainian Joint Conference on «Safety-Reliability and Risk of Engineering Plants and Components» Kiev, Ukraine 19-21 September 2007

INTEGRITY AND LIFETIME ASSESSMENT OF NPP COMPONENTS - Reactor pressure vessel; - Steam generators; - Pipelines Primary Circuit of WWER NPP

When assessing the RPV or SG structural integrity, the accuracy of determination of changes in the stress state and stress intensity factor (SIF) values under thermo-mechanical loading also plays an important part. Stress intensity factor versus crack-tip temperature (plastic calculation) for RPV under PTS, from NUREG/CR-6651, Task T1C2 The stress and SIF values and peculiarities of its variation in space and time are affected by a large number of factors: loading conditions; sizes and locations of cracks; metal characteristics; accuracy methods and schemes for calculations; and so on. Not only materials characteristics are big scatter, stress state and FM parameters often have big differences too

Development of the methods and software for the stress-strain state calculations for complex three-dimensional structures Mixed schemes of the finite-element method (MFEM) for the thermoelasticity and thermoplasticity Original 2D and 3D Software RELAX, SPACE, PIPE, and other packages Various Tests: Pure bending of the beam Three-point bending of the beam with the edge crack, etc Comparisons with commercial software (ANSYS and so on), analytical and exp. results

Accuracy Evaluation of the Software Examples of the Test Tasks Solution Accuracy Evaluation of the Software Pure bending of the beam Error in the stress determination n Three-point bending of the beam with the edge crack Error in the SIF determination Our MFEM

Structural Integrity and Lifetime of Steam Generator Elements Elements with damage: Heat-change tubes Collectors узел соединения “горячего” коллектора и патрубка ПГ Crack place Experimental Data on-line 3D Stress Calculation Key problems analysis experimental data stress calculation Integrity and Lifetime Assessment

3-D calculation models

Evaluation of the Validity and Accuracy of the Schemes for Modeling Accuracy of Different Software and Meshes Different FE Meshes Comparison of Calculation and Measurements Stresses σZ on the outer surface of the welded joint in the region of strain gage mounting: 1 – numerical calculation (P1/P2 = 16/6 MPa, M = 2.279 MHm); 2 – data of full-scale strain measurements

Comparison of calculations results Distribution of the stresses acting on the “pocket” surface on the side of the nozzle 20 mm away from its bottom under hydrotest •- EDO Gidropress, software ANSYS - our results, software SPACE

Local Stress State of Steam Generator Element Распределение по окружности патрубка ПГ напряжений z на стенке кармана на высоте 20 мм от дна. Напряжения 1-3 на стенке кармана в области галтельного перехода: 1 – 16/6 МПа + 2,279 МНм, угол 4,10 рад.; 2 - 25/11 МПа + 1,082 МНм, угол 4,32 рад.; 3 – 18/8 МПа + 0,977 МНм, угол 4,32 рад.; 4 -16/6 МПа + 0,827 МНм, угол 4,32 рад. Ours 3D Schemes Different2D Schemes

Stress state under different loading Распределение по окружности патрубка ПГ напряжений z на стенке кармана на высоте 20 мм от дна. Напряжения 1-3 на стенке кармана в области галтельного перехода: 1 – 16/6 МПа + 2,279 МНм, угол 4,10 рад.; 2 - 25/11 МПа + 1,082 МНм, угол 4,32 рад.; 3 – 18/8 МПа + 0,977 МНм, угол 4,32 рад.; 4 -16/6 МПа + 0,827 МНм, угол 4,32 рад.

Influence of structural design on stresss state Рис. 1. Схемы подсоединения к ПГ «горячей» ветки ГЦТ в случае блоков «малой» (а) и «большой» (б) серий (вид сверху и сбоку): 1 – ПГ; 2 – труба «горячей» ветки ГЦТ; 3 – КР, 4 – опорный бурт; 5 – патрубок «холодной» ветки; А – место разрушения а б Распределение по окружности патрубка ПГ напряжений z в стенке «кармана» на высоте 20 мм от его дна, вызванное совместным действием теплоносителя и изгибающего момента при НУЭ (а) и ГИ на плотность (б): - «малая» серия; - «большая» серия

Residual stresses (φ = π) Modelling of stress-strain state of a Welded Joint of Hot Collector to Nozzle of SG PGV-1000 during Local Heat Treatment after Repair Schematic of the SG Element and mounting of heating elements: 1 - steam generator shell with heat insulation; 2 – nozzle; 3 – “pocket”; 4 – heat insulation; 5- welded joint; 6 – heating elements; 7 –collector; 8 – heat insulation plugs Residual stresses (φ = π) Temperature distribution

Residual Stresses of the SG Element after Local Thermal Treatment Equivalent Stresses а) - φ = π; b) - φ = 0 Resume: Local Stresses are High Level in SG Element after Local Thermal Treatment and under Service Loads Distribution of the residual stresses acting on the “pocket” surface on the side of the nozzle 20 mm away from its bottom

STRENGTH AND LIFE CALCULATION of reactor pressure vessels of NPPs Key issues Conditions of in-service thermomechanical loading, specifically in emergency events – thermal shock Neutron fluence in pressure vessel wall Ф(x, y, z) Residual stresses Mechanical properties of base metal, welds, cladding and their in-service degradation Stress state, temperature fields, thermal hydraulics, Defects (actual and hypothetical) Strength of RPVs with cracks limit state criteria; postulation of cracks calculation of SIF KJ fracture toughness KJС

Stress State in RPV under PTS We use original 2D and 3D Software RELAX, SPACE and schemes with and without built-in cracks We analysed accuracy of stress and FM parameters ( SIF, COD) determination for linear and non-linear cases 3D FE Model Input data for 3D accidents cases as function of time and space: coolant temperature in the downcomer heat transfer coefficient primary circuit pressure

To calculate the SIF, we considered two basic options : SIF Calculations To calculate the SIF, we considered two basic options : engineering methods, whereby use is made of analytic formulae or tabulated collections of stress intensity values for given defect and vessel geometries; cracked body finite element analyses, in which the crack is directly modelled in the mesh and subjected to the appropriate loadings

RPV with a built-in crack Crack location area WWER 1000 RPV FEM model with surface or sub cladding crack (a=11 or 19 mm, a/c=1/3 or 2/3) in weld 4

Temperature and Stress State Comparison of Temperature in RPV wall (EDO Gidropress, Marc and IPS, SPACE) 3D Distribution of Temperature at t=500 s Comparison of Stresses in RPV wall for Different FE Meshes

with and wthout residual stress Stress Distributions with and wthout residual stress

SIF Distribution along Crack Variation in the stress intensity factor KI along the longitudinal half-elliptical crack front under PTS a/c = 2/3, a/t = 1/10 SIF comparisons by different procedures (WPF and EVI)

Comparison of SIF calculations ( EDO Gidropress, Marc and IPS, SPACE) Intermediate Primary Leak (Break of SG Collector Head). Weld 4. Circumferential cracks, a=11 and 19 mm, а/с=2/3 . Small Primary Leak (D36 mm). Weld 4. Circumferential cracks, a=11 and 19 mm, а/с=2/3 .

Crack Open Displacement Elastic case Elasto-plastic case Elasto-plastic case with residual stresses

Conclusions Methods and software have been improved for the calculation of the stress state of complex spatial structures with cracks, which is based on the mixed schemes of the finite element method; Various numerical and engineering procedures for determining the stress intensity factors for a reactor pressure vessel have been compared Comparison of the results of the stress state calculation for RPV and SG elements obtained by the authors and at the Design Bureau “GIDROPRESS” revealed a good correspondence and confirmed the applicability of the developed computational schemes, calculation procedures, and software; The development of 3D models for the SG welded joint and their application for calculations made it possible to establish a nonmonotonic stress distribution along the circumference of the welded joint with two maxima. The maximum (comparable to the yield stress) levels of tensile stresses are reached in the local region at the fillet for various regimes of post-repair heat treatment and operation conditions. The level of the maximum stress is influenced appreciably by the bending moment induced by thermal expansion of the Main Circulation Pipeline

Thank You For Attention !