1. I. M. DMYTRAKH and V. V. PANASYUK Karpenko Physico-Mechanical Institute, National Academy of Sciences of Ukraine 5 Naukova Street, Lviv, 79601, UKRAINE 2nd Hungarian - Ukrainian Joint Conference “Safety, Reliability and Risk of Engineering Plants and Components” Institute for Problems of Strength of NASU Kyiv, Ukraine, 19- 21 September 2007 RELIABILITY AND FRACTURE RISK ASSESSMENT OF HEAT-AND-POWER-ENGINEERING PIPELINES WITH CRACK-LIKE DEFECTS OF HEAT-AND-POWER-ENGINEERING PIPELINES WITH CRACK-LIKE DEFECTS

2. Problem of corrosion and corrosion fatigue damaging of feeding pipelines of heat-and-power generating units under long-term operating conditions is considered. The two main factors were taken into account: degradation of metals properties and purity of operating aqueous environment that causes by ecological pollution of natural water scoop. Corrosion fracture mechanics approach for assessment of workability and fracture risk of pipelines with crack-like defects is proposed, which based on conception of threshold and critical cracks depth and also corrosion fatigue crack growth parameters. ABSTRACT

3. LECTURE OUTLINE 1.Introduction 2.Problem of Damaging of Feeding Pipelines of Heat-and-Power Generating Units under Operating Conditions 3.Fracture Mechanics Approach for Assessment of Workability and Fracture Risk of Pipelines with Crack-Like Defects 4.Determination of Corrosion Fatigue Crack Growth Resistance of Feeding Pipelines Metal 5.Forecasting of Workability and Fracture Risk of Feeding Pipelines with Crack-Like Defects from Different Power Plants 6.Conclusions

4. 1. Introduction Nowadays the pipelines, used for supplying water and oil or other liquids and gases, may be considered as important objects within the social and industrial infrastructure. It has become increasingly paramount to ensure their safe utilisation in order to prevent economical, social and ecological losses. From an engineering point of view, pipelines are complicated three-dimensional structures that include straight pipes, pipe-bends, dissimilar welded joints, etc. In addition, their operating conditions can be quite severe, that is, internal pressure and cyclic loading (pulsation) combined with the influence of internal and external corrosive environments. The potential synergy of such parameters can lead to an increase in the risk of damage and unexpected fracture of these structures during their long-term exploitation. Therefore the key challenge for this and similar engineering problems is the development of a reliability and fracture risk assessment tool based upon a scientific understanding of the failure mechanisms occurring in structures subject to corrosion and corrosion fatigue damaging. This lecture contains the data of corrosion and corrosion fatigue damaging of the feeding pipelines of heat-and-power generating units and also proposes some approaches to expert assessment of their workability and reliability in cases of crack- like defects presence.

5. 2. Problem of Damaging of Feeding Pipelines of Heat-and-Power Generating Units under Operating Conditions Fig. 1. Corrosion damaging of feeding pipelines of heat-and-power-generating units under operating conditions: general corrosion of surface (a); initiating of localised corrosion (b); corrosion furrows and corrosion pits nucleation (c).

6. Fig. 2. Typical corrosion fatigue defects in the wall of feeding pipelines: sharp crack (a); blunted cracks (b, c); cracks branching (d). TABLE 1. Statistic data on the exploitation regimes of power plant units

7. 3. Fracture Mechanics Approach for Assessment of Workability and Fracture Risk of Pipelines with Crack-Like Defects 3.1. CRACK-LIKE DEFECTS MODELLING Fig. 3. Model presentation of corrosion and corrosion fatigue defects in pipelines wall

8. 3.2. STRESS INTENSITY FACTOR FOR TUBE WITH SEMI ELLIPTICAL CRACK UNDER INTERNAL PRESSURE (1)

9. 3.3. CORROSION FATIGUE CRACK GROWTH RESISTANCE (3) (2) Fig. 4. Crack growth rate diagram

10. 3.4. THRESHOLD DEFECTS DEPTH CRITERION 3.5. CRITERION OF LIMITATION OF CORROSION FATIGUE CRACK GROWTH RATE 3.6. CRITICAL DEFECTS DEPTH CRITERION (4) (5) (6) (7) (8)

11. 3.7. DIAGRAM FOR ASSESSMENT OF WORKABILITY AND FRACTURE RISK OF PIPELINE WITH CRACK-LIKE DEFECTS Fig. 5. Schematic view of diagram for assessment of workability and fracture risk of pipeline with crack-like defects

12. 4. Determination of Corrosion Fatigue Crack Growth Resistance of Feeding Pipelines Metal 4.1. EXPERIMENTAL PROCEDURE TABLE 2. Chemical composition of steel 16HS (in weight %). Fig. 6. Element of pipe (a) and schematic cutting plan (b). a)b)

13. Fig. 7. General view (a) and principal scheme of testing system (b) b)a)

14. 4.2. CORROSION FATIGUE CRACK GROWTH RESISTANCE DIAGRAMS OF FEEDING PIPELINES METAL TABLE 3. Corrosion fatigue crack growth resistance data for metal of feeding pipelines

15. Fig. 8. Corrosion fatigue crack growth diagrams for metal of feeding pipelines. Number of curve corresponds of the number of “material- environment” system given in TABLE 3.

16. 5. Forecasting of Workability and Fracture Risk of Feeding Pipelines with Crack-Like Defects from Different Power Plants 5.1. TUBES SIZE AND OPERATING CONDITIONS TABLE 4. Tubes size for feeding pipelines The four dimension-types of tubes are used for feeding pipelines of heat-and-power generating units (see TABLE 3). High purity water at maximal pressure p max = 35MPa serves as operating environment. The possible operating pulsation of pressure is  p= 10.5MPa.

17. 5.2. INFLUENCE OF EXPLOITATION TERM Fig. 9. Diagrams of workability and fracture risk assessment for new (a) and exploited on Power plant L (b) pipes with crack-like defects for nominal environment: 1 - c th ; 2 – c * (dc/dN=10 -5 mm/cycle); 3 - c * (dc/dN=10 -4 mm/cycle); 4 - c * (dc/dN=10 -3 mm/cycle); 5 - c fc (pipes size: D=526 mm; t=50 mm).

18. 5.3. INFLUENCE OF LOCATION OF DEFECTS AND THEIR SHAPE Fig. 10. Influence of cross section form of pipe (k f ) on threshold c th (a) and critical c fc (b) defects depth of different shape (new pipes: D=165 mm; t=16 mm; nominal environment).

19. 5.4. INFLUENCE OF ENVIRONMENTAL COMPOSITION AND PIPES SIZE Fig. 11. Threshold defects depth c th versus defects shape for different size of pipes from Power plant V: a - operating environment of nominal composition, b - with organic admixtures.

20. Fig. 12. Critical defects depth c fc versus defects shape for different size of pipes from Power plant V: a - operating environment of nominal composition, b - with organic admixtures.

21. CONCLUSIONS 1.Problem of corrosion and corrosion fatigue damaging of feeding pipelines of heat-and-power generating units under long-term operating conditions was considered with taken into account of metal degradation and real composition purity of operating aqueous environment. 2.Corrosion fracture mechanics approach for assessment of workability and fracture risk of pipelines with crack-like defects is proposed, which based on conception of threshold and critical cracks depth and also corrosion fatigue crack growth parameters. 3.For assessment of the detected defects in pipelines, the special diagrams are developed, which contain three zones: safe exploitation, brittle fracture risk and zone of exploitation with predicted growth of existed defects. Here, the importance of factors of exploitation term, location and shape of defects and composition of operating environment has been shown.