Buckling Characteristics of the KALIMER-150 Reactor Vessel Under Lateral Seismic Loads and the Experimental Verification Using Reduced Scale Cylindrical Shell Structures

  • Published : 2003.12.01

Abstract

The purpose of this paper is to investigate the buckling characteristics of a conceptually designed KALIMER-150(Korea Advanced LIquid MEtal Reactor, 150MWe) reactor vessel and verify the buckling behavior using the reduced scale cylindrical shell structures. To do this, nonlinear buckling analyses using finite element method and evaluation formulae are carried out. From the results, the KALIMER-150 reactor vessel exhibits a dominant bending buckling mode and is significantly affected by the plastic behavior. The interaction effects with the vertical seismic load cause the lateral buckling load to be slightly decrease. From the results of the buckling experiments using reduced scaled cylindrical shell structures, it is verified that the buckling modes such as pure bending, pure shear, and mixed(bending plus shear) mode clearly appear under a lateral load corresponding to the slenderness ratio of cylinder.

Keywords

References

  1. K. Tsukimori, 'Analysis of the Effects of Interaction between Shear and Bending Load on the Buckling Strength of Cylindrical Shells,' Nuclear Engineering and Design, Vol.165, pp.111-141, (1996) https://doi.org/10.1016/0029-5493(96)01201-0
  2. H. Nakamura, H. Ohtsubo, et al., 'Outline of the Seismic Buckling Design Guideline of FBRTentative Draft-, SMiRT 11 Transactions Vol. E, pp.239-250, (1991)
  3. T. Murakami, H. Yoguchi, et al, 'The Effects of Geometrical Imperfection on Shear Buckling Strength of Cylindrical Shells,' Proc. SMiRT-11, Vol. E., (1991)
  4. S. Matsuura, H. Nakamura, et.al., 'Buckling Strength Evaluation of FBR Main Vessels under Lateral Seismic Loads,' 11 Transactions Vol. E, pp.269-280, (1991)
  5. G. H. Koo and J.H. Lee, 'Buckling Analyses and Tests for Thin Cylindrical Structures Subjecting the Shear Loads,' Proceeding of the Korean Nuclear Society Spring Meeting, (2003)
  6. Han DH, Koo GH, et al. KALIMER conceptual design report, Korea Atomic Energy Research Institute. KAERI/TR-2204/(2002, 2002)
  7. J. Okada, K. Iwata, et al., 'An Evaluation Method for Elastic-Plastic Buckling of Cylindrical Shells under Shear Forces,' Nuclear Engineering and Design, Vol.157, pp.65-79, (1995) https://doi.org/10.1016/0029-5493(95)00985-L
  8. ASME Boiler and Pressure Vessel Code Section III, Subsection NH, (1995)
  9. S.P. Timoshenko et al., Theory of Elastic Stability, McGraw-Hill, 2nd edn., (1961)
  10. N. Yamaki, Elastic Stability of Circular Cylindrical Shells, North-Holland Series in Applied Math. And Mech., (1984)
  11. ANSYS User's Manual for Revision 5.6, Volume I, II, III.
  12. G.H. Koo, H.Y. Lee, B. Yoo, 'Seismic Design and Analysis of Seismically Isolated KALIMER Reactor Structures,' Journal of the Earthquake Engineering Society of Korea, Vol.3, No.1, pp.75-92, (1999)