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Finite element analysis of high-density polyethylene pipe in pipe gallery of nuclear power plants

  • Shi, Jianfeng (Institute of Process Equipment, Zhejiang University) ;
  • Hu, Anqi (Institute of Process Equipment, Zhejiang University) ;
  • Yu, Fa (Chinaust Group Corporation) ;
  • Cui, Ying (Chinaust Group Corporation) ;
  • Yang, Ruobing (China Nuclear Power Engineering Co., Ltd.) ;
  • Zheng, Jinyang (Institute of Process Equipment, Zhejiang University)
  • Received : 2020.03.29
  • Accepted : 2020.08.25
  • Published : 2021.03.25

Abstract

High density polyethylene (HDPE) pipe has many advantages over metallic pipe, and has been used in non-safety related application for years in some nuclear power plants (NPPs). Recently, HDPE pipe was introduced into safety related applications. The main difference between safety-related and non-safety-related pipes in NPPs is the design method of extra loadings such as gravity, temperature, and earthquake. In this paper, the mechanical behavior of HDPE pipe under various loads in pipe gallery was studied by finite element analysis (FEA). Stress concentrations were found at the fusion regions on inner surface of mitered elbows of HDPE pipe system. The effects of various factors were analyzed, and the influence of various loads on the damage of HDPE pipe system were evaluated. The results of this paper provide a reference for the design of nuclear safety-related Class 3 HDPE pipe. In addition, as the HDPE pipes analyzed in this paper were suspended in pipe gallery, it can also serve as a supplementary reference for current ASME standard on Class 3 HDPE pipe, which only covers the application for buried pipe application.

Keywords

Acknowledgement

The authors gratefully acknowledge the financial support by the National Natural Science Foundation of China (Grant No. 51842501) and suggestions on pipeline design, selection of load conditions, and seismic testing conditions of HDPE pipeline from Shuilong Ding from China Institute of Water Resources and Hydropower Research.

References

  1. T. Abram, S. Ion, Generation-IV nuclear power: a review of the state of the science, ENERG POLICY 36 (2008) 4323-4330. https://doi.org/10.1016/j.enpol.2008.09.059
  2. F. Cattant, D. Crusset, D. Feron, Corrosion issues in nuclear industry today, Mater. Today 11 (2008) 32-37.
  3. J. Kim, Y. Oh, S. Choi, C. Jang, Investigation on the thermal butt fusion performance of the buried high density polyethylene piping in nuclear power plant, NUCL ENG TECHNOL 51 (2019) 1142-1153. https://doi.org/10.1016/j.net.2019.02.002
  4. S.L. Abel, M.D. Brandes, L.J. Corley, J.L. Fortman, T.M. Musto, J.O. Sullivan, Use of HDPE Piping in the Callaway Nuclear Plant Essential Service Water System, 2010, pp. 1285-1293.
  5. A.N. Haddad, Modern Bimodal High Density Polyethylene for the Nuclear Power Plant Piping System, 2010, pp. 213-218.
  6. Y.S. Kim, J.K. Yoon, Y.H. Kim, Analysis of ASME Class 3 buried HDPE piping systems related to code case N-755-1, in: Pressure Vessels and Piping Conference, 2014. V003T03A011.
  7. J. Zheng, D. Hou, W. Guo, X. Miao, Y. Zhou, J. Shi, Ultrasonic inspection of electrofusion joints of large polyethylene pipes in nuclear power plants, J. Pressure Vessel Technol. 138 (2016).
  8. A.D. Drozdov, J.D. Christiansen, R. Klitkou, C.G. Potarniche, Viscoelasticity and viscoplasticity of polypropylene/polyethylene blends, INT J SOLIDS STRUCT 47 (2010) 2498-2507. https://doi.org/10.1016/j.ijsolstr.2010.05.010
  9. Use of Polyethylene (PE) Plastic Pipe, ASME BPVC CC N-755-4, 2017.
  10. Rules for construction of Class 3 buried polyethylene pressure piping, in: ASME (Ed.), ASME BPVC-III-Mandatory Appendix XXVI, 2019.
  11. A. Hu, F. Yu, R. Yang, J. Shi, Y. Cui, J. Zheng, Introduction of design methods and standards of polyethylene pipes for nuclear power plants, China Plastics 34 (2020) 73-83.
  12. X. Luo, J. Ma, J. Zheng, J. Shi, Finite element analysis of buried polyethylene pipe subjected to seismic landslide, J. Pressure Vessel Technol. 136 (2014), 031801. https://doi.org/10.1115/1.4026148
  13. S. Kim, B. Jeon, D. Hahm, M. Kim, Seismic fragility evaluation of the baseisolated nuclear power plant piping system using the failure criterion based on stress-strain, NUCL ENG TECHNOL 51 (2019) 561-572. https://doi.org/10.1016/j.net.2018.10.006
  14. T. Takahashi, A. Maekawa, Seismic response reduction in piping systems using plastic deformation of pipe support structures, in: ASME 2012 Pressure Vessels & Piping Conference, 2012, pp. 191-199.
  15. G. Shin, O. Song, A time-domain method to generate artificial time history from a given reference response spectrum, NUCL ENG TECHNOL 48 (2016) 831-839. https://doi.org/10.1016/j.net.2016.01.023
  16. F. Liu, X. Liu, K. Li, Y. Lv, Z. Kang, S. Huang, Study on the seismic behavior of nuclear pipes by using FEM, in: Proceedings of the 3rd Annual International Conference on Mechanics and Mechanical Engineering, 2016.
  17. D. Shim, P. Krishnaswamy, Y. Hioe, S. Kalyanam, Viscoelastic finite element modeling of bimodal high density polyethylene (HDPE) piping materials for nuclear safety-related applications, in: Pressure Vessels and Piping Conference, 2010, pp. 1047-1052.
  18. F. Khan, Loading history effects on the creep and relaxation behavior of thermoplastics, J. Eng. Mater. Technol. 128 (2006) 564-581. https://doi.org/10.1115/1.2345448
  19. N. Bates, E. Lever, O. Lever, PE 4710 Mitered Elbow Finite Element Analysis, Gas Technology Institute, 2016.
  20. S.E. Zeltmann, K.A. Prakash, M. Doddamani, N. Gupta, Prediction of modulus at various strain rates from dynamic mechanical analysis data for polymer matrix composites, Compos. B Eng. 120 (2017) 27-34. https://doi.org/10.1016/j.compositesb.2017.03.062