Probabilistic definition of local criterion for brittle fracture under complex thermomechanical loading

2005 ◽  
Vol 37 (1) ◽  
pp. 16-29
Author(s):  
B. Z. Margolin ◽  
V. I. Kostylev ◽  
E. Keim
2015 ◽  
Vol 220-221 ◽  
pp. 720-724 ◽  
Author(s):  
Igor Okipnyi ◽  
Pavlo Maruschak ◽  
Olegas Prentkovskis

The article studies the effect of PTL modes on structural and mechanical regularities in material deformation at the crack tip using the parameters of fracture mechanics. The obtained results are the basis for a more precise definition of the guaranteed strength of structural elements with crack-like defects.


Author(s):  
A. V. Ilyin ◽  
A. A. Lavrentiev ◽  
A. V. Mizetsky

The use of local brittle fracture criteria for predicting the crack resistance of low-alloy steels is a generally accepted approach. The paper analyzes the possibility of its use for experimental melts of highstrength low-alloy steel sheets with yield strength of about 1000 MPa, the structural state of which was previously studied. Cylindrical specimens with an annular notch of three types differing in the stress-strain state in the net cross-section were tested. It is found that the use of the simplest formulation of such a criterion in the form of an energy condition for the propagation of microcracks through structural barriers (large-angle grain boundaries) gives acceptable results for notched specimens made of metal with different grain sizes, and allows linking these results with the crack resistance of the studied materials.


The paper assesses the current position and future trends in a complete definition of the problem of brittle fracture. It is concluded that there is a need for a more uniform approach to the specification of toughness requirements in present design standards, and ways of achieving this are indicated. The acceptance of the presence of defects leads to the use of fracture mechanics techniques in defining conditions for avoiding fracture initiation. A new treatment for a toe crack in a fillet weld is illustrated, as an example of this approach. Because of interpretation and experimental difficulties in assessing the fracture toughness of weld metals and heat affected zones, it is concluded that it would be inappropriate to use the c.o.d. test, on its own, to specify material toughness levels for National Standards. Some of these difficulties are illustrated and areas for future research are discussed, including the role of the physical metallurgist.


Author(s):  
Igor Orynyak ◽  
Maksym Zarazovskii ◽  
Anatolii Batura ◽  
Mykhaylo Borodii ◽  
Evgen Danil’chuk

This paper presents a methodology for brittle fracture probability assessment of WWER-1000 RPVs subjected to PTS. The main attention of the study is focused on the definition of the stochastic input data: fracture toughness, CTB, size and shape of the defects. Fracture toughness of RPV metal in the initial state is determined, separately for the base metal and the welds, as the mean curve lines of relevant experimental data. Metal embrittlement is taken into account by increasing CTB. Based on the results of the Ukrainian surveillance specimens program, a CTB database of WWER-1000 RPVs is created. As a result of processing these data, the CTB temperature dependence on the neutron fluence and chemical composition are obtained. The probability of the fracture toughness curve position on the temperature axis is defined by the CTB standard deviation in accordance with normal distribution law. The distribution laws of depth and shapes of defects are taken according to the NRC data and verified on the base of the statistics of the defects, which were found in the WWER-1000 RPVs of the Zaporozhye NPP. In fact, probabilistic calculation of the RPV brittle fracture is performed similarly to the deterministic one. Fields of temperature and stresses in different RPV zones in each timepoint of considered emergency scenario are calculated by the high-effective variant of transfer matrix method in axisymmetric elastic formulation. Semielliptical axial cracks of different sizes and proportions are conservatively considered on the inner surface of RPV. SIF along the crack front is defined using the original variant of Weight Function Method. The probability of failure of a particular defect is determined as the probability that CTB of the appropriate metal reaches the maximum allowable CTB value for the scenario. The presented method is used for the renewal of operating licenses process of Unit 2 RPV of the South Ukrainian, and Units 1 and 2 RPVs of the Zaporozhye NPPs.


Author(s):  
Maksym Zarazovskii ◽  
Yaroslav Dubyk ◽  
Vladyslav Filonov ◽  
Vitalii Antonchenko ◽  
Oleksii Ishchenko

Abstract This paper presents a results of brittle fracture (BF) assessment of WWER-1000 reactor pressure vessel (RPV) subjected to pressurized thermal shook (PTS). Work is focused on the two factors affected on the BF safety margin. The first one is the definition of the heat transfer conditions from outer surface of RPV, which is commonly not considered due to the assumption of conservatism. The second one is the warm pre-stressing (WPS) of RPV metal during PTS. The procedure for the formation of thermal boundary conditions (BC) for the RPV (i.e. lower nozzle forging, cylindrical part and elliptical bottom), reactor supports, as well as for the reactor thermal insulation, is developed. This procedure takes into account the heat transfer due to radiation in the GA-301 room and the presence of forced supply of “cold” air by the ventilation system. A brief history of WPS implementation in Ukraine is presented. Also, the comparative review of the WPS experience in PWR countries and WPS approaches is made. The results of fracture mechanics calculations for the three most severe PTS scenarios of the Unit 3 RPV of South-Ukrainian NPP are presented. Wherein, both type of results is demonstrated: with and without consideration of the RPV outer surface heat transfer due to the air-cooling ventilation system. It is shown that the RPV air cooling consideration: leads to decreasing of the stress intensity factor; provides to satisfaction of the cladding integrity criterion according to VERLIFE-2008 methodology; can justify lifetime of the RPV nozzle region in terms of not to exceed the upper shelf of fracture toughness 200 MPa·m0.5. At the same time, consideration of the RPV air cooling alongside with the WPS approach, depending on WPS approach considered, can lead as to the decreasing the conservatism of RPV BF assessment, as to the increasing it. Also, concluded that Ukrainian WPS approach needs to be refined more carefully with consideration of experimental nature of pre-stressing or harmonized with some of the modern ones.


Author(s):  
Samuel Jules ◽  
Thomas Métais ◽  
Eric Lorentz ◽  
Samuel Géniaut

With the life extension of NPPs world-wide, new challenges have emerged in engineering calculations. These challenges often stem from the difficulty to demonstrate an adequate margin for some key components, which have gradually been ageing during the operation of the plant. In particular, the Reactor Pressure Vessel (RPV) is impacted by the irradiation, and the risk of brittle fracture under severe cold shocks must be assessed. Over the past decades, the RSE-M code [1], which is used in France and internationally for in-service inspection, has been developing methods using a conventional approach to brittle fracture. Analyses are typically performed either using tabulated indices to evaluate analytically the stress intensity factor, or using more advanced approaches which require more complex and time-consuming FEA calculations. Recently, the ongoing trend has been to rely on the latter to demonstrate an adequate margin on the RPV for potential operation beyond 40 years: the question today is whether these existing methods will still provide adequate margins after 50 or 60 years of operation. In parallel to the conventional approach, a significant amount work has been performed over the past 20 years in France to adapt the historic Griffith energy release-rate approach [2] to engineering space. The work was initiated by Francfort and Marigo [3] who set up a new elastic fracture theory, extended from the Griffith approach. Within EDF R&D, Lorentz et al. [4] and Wadier et al. [5] have then relied on some of their ideas and applied them to the easier case of the propagation onset of a preexisting crack along a given crack path. Several ingredients are involved in this reduced formulation: 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, i.e. not relying on difficult and time-consuming models to set up. It is hence easy to implement in a FE software as a postprocessing of a mechanical calculation. The method has also been applied to various test cases and has shown the potential to increase margins. The drawbacks are that the method is likely restricted to 2D cases for practical reasons. The paper also provides an overview of the methods implemented in the EDF open source tool code_aster with a specific focus on the Gp approach.


2008 ◽  
Vol 33-37 ◽  
pp. 301-306
Author(s):  
Lian Yong Xu ◽  
Hong Yang Jing ◽  
Yong Dian Han

In this paper, the local approach was used to analyze the geometry dependence of coating specimens for interface brittle fracture initiation, and a definition of the fracture process zone was proposed in the paper. The results showed that the interface fracture behavior of two types of specimens with notch had been predicted from the test results of pre-crack specimens based on the local approach for interface brittle fracture, and the predicted distribution of the critical load for the notched specimens gave a good agreement with the test results. It indicated that the local approach not only can be used to describe the interface fracture behavior, but also can be used in the integrity evaluation for interface between different materials.


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