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A severe oscillation, accompanied with an abnormal “click” sound, of a fuel feeding pipe system during valve closing, when the feeding flowrate reaches a certain value, is observed experimentally. A fluctuation model in which stiffness and damping coefficients of the vibration system are time varying is proposed. Each coefficient is composed of two parts, one of which is constant and the other is time varying. Based on this model, simulation transients of the vibration displacement, velocity and pressure in the pipe are presented. Simulations of the pressure transients are compared with experimental data detected by pressure transducer, which shows that both have fluctuations in the transient process at a large flowrate.
Słowa kluczowe
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Tom
Strony
1037--1048
Opis fizyczny
Bibliogr. 26 poz., rys.
Twórcy
autor
- College of Mechanical Engineering and Applied Electronics Technology, Beijing University of Technology, Beijing, China
- Beijing Key Laboratory of Advanced Manufacturing Technology, Beijing University of Technology, Beijing, China
autor
- College of Mechanical Engineering and Applied Electronics Technology, Beijing University of Technology, Beijing, China
autor
- College of Mechanical Engineering and Applied Electronics Technology, Beijing University of Technology, Beijing, China
autor
- Nanjing Electromechanical Hydraulic Engineering Center, Nanjing, China
autor
- Nanjing Electromechanical Hydraulic Engineering Center, Nanjing, China
autor
- Nanjing Electromechanical Hydraulic Engineering Center, Nanjing, China
autor
- China Nuclear Power Technology Research Institute Co., Ltd., Shenzhen, China
autor
- China Nuclear Power Technology Research Institute Co., Ltd., Shenzhen, China
autor
- College of Mechanical Engineering and Applied Electronics Technology, Beijing University of Technology, Beijing, China
Bibliografia
- 1. Adamkowski A., Henclik S., Janicki W., Lewandowski M., 2017, The influence of pipeline supports stiffness onto the water hammer run, European Journal of Mechanics-B/Fluids, 61, 297-303.
- 2. Bettaieb N., Chalghoum I., Sami E., Taieb E.H., 2019, Modeling and simulation of PE100 pipe response under transient events caused by pump failure, Journal of Theoretical and Applied Mechanics, 57, 4, 1039-1054.
- 3. Covas D., Stoianov I.N., Mano J.F., Ramos H., Graham N., Maksimovic C., 2005, The dynamic effect of pipe-wall viscoelasticity in hydraulic transients. Part II - Model development, calibration and verification, Journal of Hydraulic Research, 43, 1, 56-70.
- 4. Dong F., Bie X., Tian J., Xie X., Du G., 2019, Experimental and numerical study on the strain behavior of buried pipelines subjected to an impact load, Applied Sciences, 9, 3284.
- 5. Ferras D., Manso P.A., Schleiss A.J., Covas D., 2018, One-dimensional fluid-structure interaction models in pressurized fluid-filled pipes: a review, Applied Sciences, 8, 1844-1877.
- 6. Henclik S., 2015, A numerical approach to the standard model of water hammer with fluid-structure interaction, Journal of Theoretical and Applied Mechanics, 53, 3, 543-555.
- 7. Henclik S., 2018a, Analytical solution and numerical study on water hammer in a pipeline closed with an elastically attached valve, Journal of Sound and Vibration, 417, 245-259.
- 8. Henclik S., 2018b, Numerical modeling of water hammer with fluid-structure interaction in a pipeline with viscoelastic supports, Journal of Fluids and Structures, 76, 469-487.
- 9. Jiang D., Ren C., Zhao T., Cao W., 2018, Pressure transient model of water-hydraulic pipelines with cavitation, Applied Sciences, 8, 388-402.
- 10. Keramat A., Tijsseling A.S., Hou Q., Ahmadi A., 2012, Fluid-structure interaction with pipe-wall viscoelasticity during water hammer, Journal of Fluids and Structures, 28, 434-455.
- 11. Meng W., Cheng Y., Wu J., Yang Z., Zhu Y., Shang S., 2019, GPU acceleration of hydraulic transient simulations of large-scale water supply systems, Applied Sciences, 9, 91-105.
- 12. Tijsseling A.S., 2003, Exact solution of linear hyperbolic four-equation system in axial liquid-pipe vibration, Journal of Fluids and Structures, 18, 2, 179-196.
- 13. Urbanowicz K., 2017, Analytical expressions for effective weighting functions used during simulations of water hammer, Journal of Theoretical and Applied Mechanics, 55, 3, 1029-1040.
- 14. Urbanowicz K., Zarzycki Z., 2008, Transient caviting pipe flow: computation models and methods, Task Quarterly, 12, 3, 159-172.
- 15. Urbanowicz K., Zarzycki Z., 2012, New efficient approximation of weighting functions for simulations of unsteady friction losses in liquid pipe flow, Journal of Theoretical and Applied Mechanics, 50, 2, 487-508.
- 16. Urbanowicz K., Zarzycki Z., 2015, Improved lumping friction model for liquid pipe flow, Journal of Theoretical and Applied Mechanics, 53, 2, 295-305.
- 17. Urbanowicz K., Zarzycki Z., Kudźma S., 2012, Universal weighting function in modeling transient cavitating pipe flow, Journal of Theoretical and Applied Mechanics, 50, 4, 889-902.
- 18. Wang Z.M., Eat Tan S.K., 1997, Coupled analysis of fluid transients and structural dynamic responses of a pipeline system, Journal of Hydraulic Research, 35, 1, 119-131.
- 19. Wiggert D.C., Tijsseling A.S., 2001, Fluid transients and fluid-structure interaction in flexible liquid-filled piping, Applied Mechanics Reviews, 54, 5, 455-481.
- 20. Wylie E.B., Streeter V.L., Suo L., 1993, Fluid Transients in Systems, Englewood Cliffs: NJ, USA.
- 21. Yang F., Li G., Hua J., Li X., Kagawa T., 2017, A new method for analysing the pressure response delay in a pneumatic brake system caused by the influence of transmission pipes, Applied Sciences, 7, 941-961.
- 22. Yang K., Li Q.S., Zhang L., 2004, Longitudinal vibration analysis of multi-span liquid-filled pipelines with rigid constraints, Journal of Sound and Vibration, 273, 1-2, 125-147.
- 23. Zanganeh R., Ahmadi A., Keramat A., 2015, Fluid-structure interaction with viscoelastic supports during waterhammer in a pipeline, Journal of Fluids and Structures, 54, 215-234.
- 24. Zarzycki Z., Kudźma S., Kudźma Z., Stosiak M., 2007, Simulation of transient flow in a hydraulic system with a long liquid line, Journal of Theoretical and Applied Mechanics, 45, 4, 853-871.
- 25. Zarzycki Z., Kudźma S., Urbanowicz K., 2011, Improved method for simulating transients of turbulent pipe flow, Journal of Theoretical and Applied Mechanics, 49, 1, 135-158.
- 26. Zarzycki Z., Urbanowicz K., 2008, The influence of hydraulic pressure conduits’ parameters on the course of unsteady flow with cavitation, Terotechnology, Scientific Problems of Machines Operation and Maintenance, 43, 1, 89-100.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-16cb384b-6ad8-471e-9091-dcef87a3752a