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Dynamic Analysis of AP1000 Shield Building Considering Fluid and Structure Interaction Effects

  • Xu, Qiang (School of Civil and Hydraulic Engineering, Dalian University of Technology) ;
  • Chen, Jianyun (School of Civil and Hydraulic Engineering, Dalian University of Technology) ;
  • Zhang, Chaobi (School of Civil and Hydraulic Engineering, Dalian University of Technology) ;
  • Li, Jing (School of Civil and Hydraulic Engineering, Dalian University of Technology) ;
  • Zhao, Chunfeng (School of Civil and Hydraulic Engineering, Dalian University of Technology)
  • Received : 2015.06.11
  • Accepted : 2015.08.19
  • Published : 2016.02.25

Abstract

The shield building of AP1000 was designed to protect the steel containment vessel of the nuclear reactor. Therefore, the safety and integrity must be ensured during the plant life in any conditions such as an earthquake. The aim of this paper is to study the effect of water in the water tank on the response of the AP1000 shield building when subjected to three-dimensional seismic ground acceleration. The smoothed particle hydrodynamics method (SPH) and finite element method (FEM) coupling method is used to numerically simulate the fluid and structure interaction (FSI) between water in the water tank and the AP1000 shield building. Then the grid convergence of FEM and SPH for the AP1000 shield building is analyzed. Next the modal analysis of the AP1000 shield building with various water levels (WLs) in the water tank is taken. Meanwhile, the pressure due to sloshing and oscillation of the water in the gravity drain water tank is studied. The influences of the height of water in the water tank on the time history of acceleration of the AP1000 shield building are discussed, as well as the distributions of amplification, acceleration, displacement, and stresses of the AP1000 shield building. Research on the relationship between the WLs in the water tank and the response spectrums of the structure are also taken. The results show that the high WL in the water tank can limit the vibration of the AP1000 shield building and can more efficiently dissipate the kinetic energy of the AP1000 shield building by fluid-structure interaction.

Keywords

References

  1. C.F. Zhao, J.Y. Chen, Dynamic characteristics of AP1000 shield building for various water levels and air intakes considering fluid-structure interaction, Prog. Nucl. Energy 70 (2014) 176-187. https://doi.org/10.1016/j.pnucene.2013.08.002
  2. C.F. Zhao, J.Y. Chen, Numerical simulation and investigation of the base isolated NPPC building under three-directional seismic loading, Nucl. Eng. Des. 265 (2013) 484-496. https://doi.org/10.1016/j.nucengdes.2013.07.032
  3. C.F. Zhao, J.Y. Chen, Y. Wang, S.J. Lu, Damage mechanism and response of reinforced concrete containment structure under internal blast loading, Theor. Appl. Fracture Mechanics 61 (2012) 12-20. https://doi.org/10.1016/j.tafmec.2012.08.002
  4. Y. Choi, S. Lim, B.H. Ko, K.S. Park, N.C. Park, Y.P. Park, K.H. Jeong, J.S. Park, Dynamic characteristics identification of reactor internals in SMART considering fluid-structure interaction, Nucl. Eng. Des. 255 (2013) 202-211. https://doi.org/10.1016/j.nucengdes.2012.10.010
  5. L.R. Frano, G. Forasassi, Preliminary evaluation of structural response of ELSY reactor in the after shutdown condition, Nucl. Eng. Des. 246 (2012) 298-305. https://doi.org/10.1016/j.nucengdes.2012.02.009
  6. L.R. Frano, G. Forasassi, Preliminary evaluation of seismic isolation effects in a Generation IV reactor, Energy 36 (2011) 2278-2284. https://doi.org/10.1016/j.energy.2010.04.044
  7. L.R. Frano, G. Forasassi, Conceptual evaluation of fluid-structure interaction effects coupled to a seismic event in an innovative liquid metal nuclear reactor, Nucl. Eng. Des. 239 (2009) 2333-2342. https://doi.org/10.1016/j.nucengdes.2009.08.008
  8. A.K. Pandey, Damage prediction of RC containment shell under impact and blast loading, Struct. Eng. Mechanics 36 (2010) 729-744. https://doi.org/10.12989/sem.2010.36.6.729
  9. A.K. Pandey, R. Kumar, D.K. Paul, D.N. Trikha, Strain rate model for dynamic analysis of reinforced concrete structures, J. Struct. Eng. 132 (2006) 1393-1401. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:9(1393)
  10. Y.N. Huang, A.S. Whittaker, N. Luco, Seismic performance assessment of base-isolated safety-related nuclear structures, Earthquake Eng. Struct. Dyn. 39 (2010) 1421-1442. https://doi.org/10.1002/eqe.1038
  11. Y.N. Huang, A.S. Whittaker, M.C. Constantinou, S. Malushte, Seismic demands on secondary systems in base-isolated nuclear power plants, Earthquake Eng. Struct. Dyn. 36 (2007) 1741-1761. https://doi.org/10.1002/eqe.716
  12. M. Manjuprasad, S. Gopalakrishnan, R. Appa, Non-linear dynamic response of a reinforced concrete secondary containment shell subjected to seismic load, Eng. Structures 23 (2001) 397-406. https://doi.org/10.1016/S0141-0296(00)00070-5
  13. J.H. Parka, H.M. Kohb, J.K. Kimb, Seismic isolation of pool-type tanks for the storage of nuclear spent fuel assemblies, Nucl. Eng. Des. 199 (2000) 143-154. https://doi.org/10.1016/S0029-5493(99)00064-3
  14. R.A. Gingold, J.J. Monaghan, Smoothed particle hydrodynamics-theory and application to non-spherical stars, Mon. Not. Roy. Astron. Soc. 181 (1977) 375-389. https://doi.org/10.1093/mnras/181.3.375
  15. Z. Li, J. Leduc, A. Combescure, F. Leboeuf, Coupling of SPH-ALE method and finite element method for transient fluid-structure interaction, Comput. Fluids 103 (2014) 6-17. https://doi.org/10.1016/j.compfluid.2014.06.028
  16. X. Ni, W.B. Feng, D. Wu, Numerical simulations of wave interactions with vertical wave barriers using the SPH method, Int. J. Numer. Methods Fluids 76 (2014) 223-245. https://doi.org/10.1002/fld.3933
  17. M. Prakash, K. Rothauge, P.W. Cleary, Modelling the impact of dam failure scenarios on flood inundation using SPH, Appl. Math. Model. 38 (2014) 5515-5534. https://doi.org/10.1016/j.apm.2014.03.011
  18. H. Gotoh, A. Khayyer, H. Ikari, T. Arikawa, K. Shimosako, On enhancement of incompressible SPH method for simulation of violent sloshing flows, Appl. Ocean Res. 46 (2014) 104-115. https://doi.org/10.1016/j.apor.2014.02.005
  19. A. Ferrari, M. Dumbser, E.F. Toro, A. Armanini, A new 3D parallel SPH scheme for free surface flows, Comput. Fluids 38 (2009) 1203-1217. https://doi.org/10.1016/j.compfluid.2008.11.012
  20. C. Moulinec, R. Issa, J.C. Marongiu, D. Violeau, Parallel 3-D SPH simulations, Comput. Model. Eng. Sci. 25 (2008) 133-148.
  21. G. Oger, M. Doring, B. Alessandrini, P. Ferrant, Two-dimensional SPH simulations of wedge water entries, J. Comput. Phys. 213 (2006) 803-822. https://doi.org/10.1016/j.jcp.2005.09.004
  22. Y.M. Scolan, Hydro-elastic behaviour of a conical shell impacting on a quiescent-free surface of an incompressible liquid, J. Sound Vibration 277 (2003) 163-203.
  23. Y. Feng, J.M. Wang, F.H. Liu, Numerical simulation of single particle acceleration process by SPH coupled FEM for abrasive waterjet cutting, Int. J. Adv. Manuf. Technol. 59 (2012) 193-200. https://doi.org/10.1007/s00170-011-3495-z
  24. Z.Q. Wang, L. Yong, C.H. Bai, Numerical simulation of explosion-induced soil liquefaction and its effect on surface structures, Finite Elem. Anal. Des. 47 (2011) 1079-1090. https://doi.org/10.1016/j.finel.2011.04.001
  25. J.X. Xu, X.L. Liu, Analysis of structural response under blast loads using the coupled SPH-FEM approach, Zhejiang Univ. Sci. A 9 (2008) 1184-1192. https://doi.org/10.1631/jzus.A0720080
  26. T. Rabczuk, J. Eibl, Simulation of high velocity concrete fragmentation using SPH/MLSPH, Int. J. Rock Mech. Min. 56 (2003) 1421-1444.
  27. J.J. Monaghan, Smoothed particle hydrodynamics, Annu. Rev. Astron. Astrophys. 30 (1992) 543-574. https://doi.org/10.1146/annurev.aa.30.090192.002551
  28. J.J. Monaghan, Simulating free surface flows with SPH, J. Comput. Phys. 110 (1994) 399-406. https://doi.org/10.1006/jcph.1994.1034
  29. M. Forni, A. Poggianti, F. Bianchi, G. Forasassi, R.L. Frano, G. Pugliese, F. Perotti, L.C. Dellacqua, M. Domaneschi, M.D. Carelli, Seismic Isolation of the IRIS Nuclear Plant, ASME 2009 Pressure Vessels and Piping Conference, American Society of Mechanical Engineers, Prague, Czech Republic, 2009, pp. 289-296.
  30. J.Y. Chen, C.F. Zhao, Q. Xu, C.Y. Yuan, Seismic analysis and evaluation of the base isolation system in AP1000 NI under SSE loading, Nucl. Eng. Des. 278 (2014) 117-133. https://doi.org/10.1016/j.nucengdes.2014.07.030

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