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Dynamic buckling in a next generation metal coolant nuclear reactor

Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
Języki publikacji
PL
Abstrakty
EN
Purpose: The aim of the paper is to investigate the buckling effects due to the seismic sloshing phenomena interesting for a next generation heavy liquid metal cooled reactor as for example the eXperimental Accelerator Driven System (XADS). Design/methodology/approach: In this study the structural buckling behaviour of a reactor pressure vessel, retaining a rather large amount of liquid and many internal structures, is coupled to the fluid-structure interaction because during a postulated earthquake (e.g. Design Basis Earthquake) the primary coolant surrounding the internals may be accelerated with a resulting significant fluid-structure hydrodynamic interaction (known as "sloshing"). Finite element numerical approach is applied because neither linear nor second-order potential theory is directly applicable when steep waves are present and local bulge appear with a marked decrease in strength of structure. Findings: The numerical results are presented and discussed highlighting the importance of the fluid-structure interaction effects in terms of stress intensity and impulsive pressure on the structural dynamic capability. These results allowed to determine the components mostly affected by the loading condition, in order to upgrade the geometrical design, if any, for the considered nuclear power plant (NPP). Research limitations/implications: The presented research results may be considered preliminary; thus it may be useful for a design upgrading of the reactor vessel and for achieving a first evaluation of the real components capacity to bear dynamic loads in particular in the event of a severe earthquake. Originality/value: From the point of view of the practical implication, it is worth to stress that the safety of liquid retaining nuclear structures subjected to a seismic loading is of great importance in regard to the hydrodynamic forces caused by sloshing and impulsive liquid motion determined by the liquid filling levels oscillatory phenomenon.
Słowa kluczowe
Rocznik
Strony
163--166
Opis fizyczny
Bibliogr. 15 poz., wykr.
Twórcy
autor
autor
  • Department of Mechanical, Nuclear and Production Engineering, University of Pisa, Via Diotisalvi, no 2-56126 Pisa, Italy, rosa.lofrano@ing.unipi.it
Bibliografia
  • [1] S. P. Timoshenko, J.M. Gere, Theory of elastic stability, McGraw-Hill Book, New York, 1961.
  • [2] R. Livaoglua A. Dogangun, Effect of foundation embedment on seismic behavior of elevated tanks considering fluid-structure-soil interaction, Soil Dynamics and Earthquake Engineering 27 (2007) 855-863.
  • [3] K. Bhargava, A. K. Ghosh, M. K. Agrawal, R. Patnaik, S. Ramanujam, H. S. Kushwaha, Evaluation of seismic fragility of structures-a case study, Nuclear Engineering and Design 212/1 (2002) 253-272.
  • [4] G. Forasassi, R. Lo Frano, D. Aquaro, Sloshing effects in innovative nuclear reactor pressure vessel, Proceedings of the 5th International Conference "Heat Transfer, Fluid Mechanics and Thermodynamics" HEFAT'07, Sun City, 2007, 1-6.
  • [5] R. Lo Frano, G. Forasassi, Influence of different foundation depths on the seismic response of a next generation nuclear reactor, Proceedings of the 15th International Conference "Nuclear Engineering" ICONE15, Nagoya, 2007, 1-8.
  • [6] S. Papaspyrou, S. A. Karamanos, D. Valougeorgis, Response of half–full horizontal cylinders under transverse excitation, Journal of Fluids and Structures 19 (2004) 985-1003.
  • [7] D. Aquaro, G. Forasassi, Sloshing effects of ADS-DF lead-bismuth primary coolant caused by the reference earthquake, Proceedings of the 18th International Conference "Structural Mechanics in Reactor Technology" SMiRT 18, Beijing, 2005, 75-82.
  • [8] X. Wang, J. Xiao, Y. C. Zhang, A method solving the buckling problem of thin-walled shell, International Journal of Pressure Vessel and Piping 81 (2004) 907-912.
  • [9] G. Forasassi, R. Lo Frano, Buckling of imperfect cylindrical shell under lateral pressure, Journal of Achievements in Materials and Manufacturing Engineering 18 (2006) 287-290.
  • [10] R. Lo Frano, G. Forasassi, Curved thin shell buckling behaviour, Journal of Achievements in Materials and Manufacturing Engineering 23/2 (2007) 55-58.
  • [11] MSC.Software, MSC.MARC User’s Guide, 2003.
  • [12] MSC.Software, MSC.Patran User’s Guide, 2004.
  • [13] A. Sakurai et al., Seismic sloshing experiments of a large pool type fast breeder reactors, Nuclear Engineering and Design 113 (1989) 423-433.
  • [14] K. Sakurai, C. Kurihara, Study on the seismic response of a reactor vessel of pool type LMFBR including fluid-structure interaction, Nuclear Engineering and Design 113 (1989) 455-462.
  • [15] S. S. Babu, S. K. Bhattacharyya, Finite element analysis fluid-structure interaction effect on liquid retaining structures due to sloshing, Computers and Structures 59/6 (1996) 1165-1171.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BWAW-0001-0048
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