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Analiza pęknięć koła pasowego układu wciągarki Wysięgnika koła czerpakowego
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This paper presents the results of the pulley fracture analysis. Experimental investigations confirmed that the chemical composition and basic mechanical properties of the pulley material, except the impact energy at a temperature of –20°C, meet the requirements of the corresponding standard. The impact energy value at the temperature of –20°C is for ≈45% lower than the prescribed value which has considerable influence on the appearance of the brittle fracture, especially having in mind the fact that the bucket wheel excavators operate at low temperatures. Metallographic examinations as well as magnetic particle inspections indicated that initial cracks in the welded joints occurred during the manufacture of the pulleys. Characteristic levels of the rope load cycle are obtained by using in-house software which includes the dynamic effects of the resistance-to-excavation. The FEA results pointed out that in the representative load cases the combinations of the mean stress and the alternating stress in the pulley critical zone lie considerably below the limit line of the modified Goodman’s diagram. The conclusion, based on the presented results, is that the fracture of the pulley appeared as the result of the ‘manufacturing-in’ defects.
Artykuł przedstawia wyniki analizy pęknięć koła pasowego. Badania doświadczalne potwierdziły, że skład chemiczny oraz podstawowe właściwości mechaniczne materiału, z którego zostało wykonane koło pasowe, za wyjątkiem energii udaru w temperaturze –20°C, były zgodne z odpowiednią normą. Wartość energii udaru w temperaturze –20°C była o ≈45% niższa od wartości zalecanej, co ma znaczący wpływ na występowanie pękania kruchego, zwłaszcza gdy weźmie się pod uwagę fakt, że koparki kołowe są przeznaczone do pracy w niskich temperaturach. Badania metalograficzne oraz badania magnetyczno-proszkowe wykazały, że pęknięcie pierwotne w połączeniu spawanym pojawiło się już w fazie produkcji koła pasowego. Charakterystyczne poziomy cyklu obciążenia liny uzyskano stosując własne oprogramowanie, które uwzględnia dynamiczne oddziaływanie odporności na urabianie. Wyniki MES pokazały, że w przypadku obciążeń reprezentatywnych, wartości średniego naprężenia w funkcji naprężenia zmiennego w strefie krytycznej koła pasowego były znacznie niższe niż wartości graniczne wyznaczone na podstawie zmodyfikowanego wykresu Goodmana. Na podstawie otrzymanych wyników stwierdzono, że pęknięcie koła pasowego powstało wskutek wad produkcyjnych.
Czasopismo
Rocznik
Tom
Strony
155--163
Opis fizyczny
Bibliogr. 40 poz., fot., rys., tab.
Twórcy
autor
- University of Belgrade Faculty of Mechanical Engineering Kraljice Marije 16, 11120 Belgrade 35, Serbia
autor
- Institute for Testing of Materials IMS Bulevar Vojvode Mišića 43, 11000 Belgrade, Serbia
autor
- University of Montenegro Faculty of Mechanical Engineering Džordža Vašingtona bb, 81000, Podgorica, Montenegro
autor
- University of Belgrade Faculty of Mechanical Engineering Kraljice Marije 16, 11120 Belgrade 35, Serbia
autor
- University of Kragujevac Faculty of Engineering Sestre Janjić 6, 34000 Kragujevac, Serbia
Bibliografia
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- 2. Arsić M, Bošnjak S, Zrnić N, Sedmak A, Gnjatović N. Bucket wheel failure caused by residual stresses in welded joints. Engineering Failure Analysis 2011; 18(2): 700-712, http://dx.doi.org/10.1016/j.engfailanal.2010.11.009.
- 3. Bošnjak S, Zrnić N, Simonović A, Momčilović D. Failure analysis of the end eye connection of the bucket wheel excavator portal tie-rod support. Engineering Failure Analysis 2009; 16(3): 740-750, http://dx.doi.org/10.1016/j.engfailanal.2008.06.006.
- 4. Bošnjak S, Petković Z, Zrnić N, Simić G., Simonović A. Cracks, repair and reconstruction of bucket wheel excavator slewing platform. Engineering Failure Analysis 2009; 16(5): 1631-1642, http://dx.doi.org/10.1016/j.engfailanal.2008.11.009.
- 5. Bošnjak S, Arsić M, Zrnić N, Rakin M, Pantelić M. Bucket wheel excavator: integrity assessment of the bucket wheel boom tie - rod welded joint. Engineering Failure Analysis 2011; 18(1): 212-222, http://dx.doi.org/10.1016/j.engfailanal.2010.09.001.
- 6. Bošnjak S, Zrnić N. Dynamics, failures, redesigning and environmentally friendly technologies in surface mining systems. Archives of Civil and Mechanical Engineering 2012; 12(3): 348-359, http://dx.doi.org/10.1016/j.acme.2012.06.009.
- 7. Bošnjak S, Oguamanam D, Zrnić N. The influence of constructive parameters on response of bucket wheel excavator superstructure in the outof-resonance region. Archives of Civil and Mechanical Engineering 2015 (article in press); http://dx.doi.org/10.1016/j.acme.2015.03.009.
- 8. Brkić A Đ, Maneski T, Ignjatović D, Jovančić P, Spasojević Brkić V K. Diagnostics of bucket wheel excavator discharge boom dynamic performance and its reconstruction. Eksploatacja i Niezawodnosc - Maintenance and Reliability 2014; 16 (2): 188-197.
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- 10. De Castro PMST, Fernandes AA. Methodologies for failure analysis: a critical survey. Materials & Design 2004; 25(2): 117-123, http://dx.doi.org/10.1016/j.matdes.2003.09.020.
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- 15. EN 10045-1. Mechanical testing of metals - Charpy impact test - Part 1: Test method. European Committee for Standardization; 1990.
- 16. EN 1290. Non-destructive testing of welds - Magnetic particle testing of welds, European Committee for Standardization; 2004.
- 17. EN ISO 6506-1. Metallic materials - Brinell hardness test - Part 1: Test method. European Committee for Standardization; 2005.
- 18. EN ISO 2560. Welding consumables - Covered electrodes for manual metal arc welding of non-alloy and fine grain steels - Classification. European Committee for Standardization; 2009.
- 19. EN ISO 643. Steels - Micrographic determination of the apparent grain size, European Committee for Standardization; 2012.
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- 21. Gagg CR. Failure of components and products by 'engineered-in' defects: Case studies. Engineering Failure Analysis 2005; 12(6): 1000-1026, http://dx.doi.org/10.1016/j.engfailanal.2004.12.008.
- 22. Golubović Z, Lekić Z, Jović S. Influence of bucket wheel vertical vibration on bucket-wheel excavator (BWE) digging force. Technical Gazette 2012; 19(4): 807-812.
- 23. Gottvald J. The calculation and measurement of the natural frequencies of the bucket wheel excavator SchRs 1320/4x30. Transport 2010; 25(3): 269-277. http://dx.doi.org/10.3846/transport.2010.33
- 24. Gottvald J. Analysis of vibrations of bucket wheel excavator SchRs 1320 during mining process. FME Transactions 2012; 40(4):165-170.
- 25. Hobbacher AF. Recommendations for fatigue design of welded joints and components. IIW Document XIII-2151r3-07/XV-1254r3-07. International Institute of Welding; 2008.
- 26. Hobbacher AF. The new IIW recommendations for fatigue assessment of welded joints and components - A comprehensive code recently updated. International Journal of Fatigue 2009; 31(1): 50-58, http://dx.doi.org/10.1016/j.ijfatigue.2008.04.002.
- 27. ISO 4516. Metallic and other inorganic coatings - Vickers and Knoop microhardness tests. International Organization for Standardization; 1980.
- 28. ISO 3057. Non-destructive testing, Metallographic replica techniques of surface examination, International Organization for Standardization, 2011.
- 29. Jovančić P, Tanasijević M, Ignjatović D. Relation between numerical model and vibration: Behavior diagnosis for bucket wheel drive assembly at the bucket wheel excavator. Journal of Vibroengineering 2010; 12(4):500-513.
- 30. Kowalczyk M, Czmochowski J, Rusiński E. Construction of diagnostic models of the states of developing fault for working parts of the multi-bucket excavator. Eksploatacja i Niezawodnosc- Maintenance and Reliability 2009; 42(2): 17-24
- 31. Mellor BG, Rainey RCT, Kirk NE. The static strength of end and T fillet weld connections. Materials & Design 1999; 20(4): 193-205, http://dx.doi.org/10.1016/S0261-3069(99)00027-8.
- 32. Milčić D, Miladinović S, Mijajlović M, Marković B. Determination of load spectrum of bucket wheel excavator SRs 1300 in coal strip mine Drmno. Transactions of FAMENA 2013; 37(1): 77-88.
- 33. Ognjanović M, Ristić M, Vasin S. BWE traction units failures caused by structural elasticity and gear resonances. Technical Gazette 2013; 20(4): 599-604.
- 34. Rusiński E, Czmochowski J, Iluk A, Kowalczyk M. An analysis of the causes of a BWE counterweight boom support fracture. Engineering Failure Analysis 2010; 17(1):179-191, http://dx.doi.org/10.1016/j.engfailanal.2009.06.001.
- 35. Rusiński E, Dragan S, Moczko P, Pietrusiak D. Implementation of experimental method of determining modal characteristics of surface mining machinery in the modernization of the excavating unit. Archives of Civil and Mechanical Engineering 2012; 12(4): 471-476, http://dx.doi.org/10.1016/j.acme.2012.07.002.
- 36. Rusiński E, Czmochowski J, Pietrusiak D. Selected problems in designing and constructing surface mining machinery. FME Transactions 2012; 40(4): 153-164.
- 37. Rusinski E, Czmochowski J, Pietrusiak D. Problems of steel construction modal models identification. Eksploatacja i Niezawodnosc - Maintenance and Reliability 2012; 14(1): 54-61.
- 38. Rusiński E, Czmochowski J, Moczko P, Pietrusiak D. Assessment of the correlation between the numerical and experimental dynamic characteristics of the bucket wheel excavator in terms of the operational conditions, FME Transactions 2013; 41(4): 298-304.
- 39. Rusiński E, Moczko P, Odyjas P, Pietrusiak D. Investigations of structural vibrations problems of high performance machines. FME Transactions 2013; 41(4): 305-310.
- 40. Shukla AK, Das P, Dutta S, Ray S, Roy H. Failure analysis of a head gear pulley used in coal mines. Engineering Failure Analysis 2013; 31: 48-58, http://dx.doi.org/10.1016/j.engfailanal.2013.01.046.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-7b5e4f53-c4e4-49d5-93e9-b28b025084ac