DOI QR코드

DOI QR Code

Nonlinear time history analysis of a pre-stressed concrete containment vessel model under Japan's March 11 earthquake

  • Duan, An (College of Civil Engineering and Architecture, Zhejiang University) ;
  • Zhao, Zuo-Zhou (Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Tsinghua University) ;
  • Chen, Ju (College of Civil Engineering and Architecture, Zhejiang University) ;
  • Qian, Jia-Ru (Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Tsinghua University) ;
  • Jin, Wei-Liang (College of Civil Engineering and Architecture, Zhejiang University)
  • Received : 2011.12.30
  • Accepted : 20130431
  • Published : 2014.01.25

Abstract

To evaluate the behavior of the advanced unbonded pre-stressed concrete containment vessel (UPCCV) for one typical China nuclear power plant under Japan's March 11 earthquake, five nonlinear time history analysis and a nonlinear static analysis of a 1:10 scale UPCCV structure have been carried out with MSC.MARC finite element program. Comparisons between the analytical and experimental results demonstrated that the developed finite element model can predict the earthquake behavior of the UPCCV with fair accuracy. The responses of the 1:10 scale UPCCV subjected to the 11 March 2011 Japan earthquakes recorded at the MYG003 station with the peak ground acceleration (PGA) of 781 gal and at the MYG013 station with the PGA of 982 gal were predicted by the dynamic analysis. Finally, a static analysis was performed to seek the ultimate load carrying capacity for the 1:10 scale UPCCV.

Keywords

References

  1. Bash, S.M., Singh, R.K., Patnaik, R., Kushwaha, H.S. and Venkat Raj, V. (2003), "Predictions of ultimate load capacity for pre-stressed concrete containment vessel model with BARC finite element code ULCA", Ann. Nucl. Energy, 30(4), 437-471. https://doi.org/10.1016/S0306-4549(02)00075-0
  2. Ben-Israel, A. (1966), "A newton-raphson method for the solution of systems of equations", J. Math. Anal. Appl., 15(2), 243-252. https://doi.org/10.1016/0022-247X(66)90115-6
  3. Buyukozturk, O. (1977), "Nonlinear analysis of reinforced concrete structures", Comput. Struct., 7(1), 149-156. https://doi.org/10.1016/0045-7949(77)90069-4
  4. Duan, A. and Qian, J.R. (2009), "Aseismic safety analysis of a containment vessel model for CNP1000 nuclear power plant", Eng. Mech., 26(4), 153-157(in Chinese).
  5. Frano, R.L., Pugliese, G. and Forasassi, G. (2010), "Preliminary seismic analysis of an innovative near term reactor: Methodology and application", Nucl. Eng. Des., 240(6), 1671-1678. https://doi.org/10.1016/j.nucengdes.2010.02.034
  6. Guo, Z.H. and Zhang, X.Q. (1982), "Experimental investigation of the complete stress-strain curve of concrete", J. Build. Struct., 3(1), 1-12 (in Chinese).
  7. Hirama, T., Goto, M., Hasegawa, T., Kanechika, M., Kei, T., Mieda, T., Abe, H., Takiguchi, K. and Akiyama, H. (2005a), "Seismic proof test of a reinforced concrete containment vessel (RCCV), Part 1: Test model and pressure test", Nucl. Eng. Des., 235(13), 1335-1348. https://doi.org/10.1016/j.nucengdes.2005.01.002
  8. Hirama, T., Goto, M., Shiba, K., Kobayashi, T., Tanaka, R., Tsurumaki, S., Takiguchi, K. and Akiyama, H. (2005b), "Seismic proof test of a reinforced concrete containment vessel (RCCV), Part 2: Results of shaking table test", Nucl. Eng. Des., 235(13), 1349-1371. https://doi.org/10.1016/j.nucengdes.2005.01.001
  9. Harris, H.G. and Sabnis, G.M. (1999), Structural Modelling and Experimental Techniques, (2nd Edition), CRC Press, Boca Raton, FL, USA
  10. Kobayashi, T., Yoshikawa, K., Takaoka, E., Nakazawa, M. and Shikama, Y. (2002), "Time history nonlinear earthquake response analysis considering materials and geometrical nonlinearity", Nucl. Eng. Des., 212(1-3), 145-154. https://doi.org/10.1016/S0029-5493(01)00470-8
  11. Kyoshin Net. (2011a), "MYG0031103111446[1]", http://www.k-net.bosai.go.jp/. [2011-5-10]
  12. Kyoshin Net. (2011b), "MYG0131103111446[1]", http://www.k-net.bosai.go.jp/. [2011-5-10]
  13. Lee, N.H. and Song, K.B. (1999), "Seismic capability evaluation of the prestressed reinforced concrete containment, Yonggwang nuclear power plant Units 5 and 6", Nucl. Eng. Des., 192(2-3),189-203. https://doi.org/10.1016/S0029-5493(99)00108-9
  14. Li, Y., Lu, X.Z., Guan, H. and Ye, L.P. (2011), "An improved tie force method for progressive collapse resistance design of reinforced concrete frame structures", Eng. Struct., 33(10), 2931-2942. https://doi.org/10.1016/j.engstruct.2011.06.017
  15. Lu, X.Z., Teng, J.G., Ye, L.P. and Jiang, J.J. (2007), "Intermediate crack debonding in FRP-strengthened RC beams: FE analysis and strength model", J. Compos. Construct., 11(2), 161-174. https://doi.org/10.1061/(ASCE)1090-0268(2007)11:2(161)
  16. Lu, X.Z., Ye, L.P., Ma, Y.H. and Tang, D.Y. (2012), "Lessons from the collapse of typical RC frames in Xuankou school during the Great Wenchuan Earthquake", Adv. Struct. Eng., 15(1), 139-153. https://doi.org/10.1260/1369-4332.15.1.139
  17. MSC. Software Corporation (2007a), "MSC.MARC 2007 (Volume A): Theory and user information".
  18. MSC. Software Corporation (2007b), "MSC.MARC 2007 (Volume B): Element library".
  19. Miao, Z.W., Ye L.P., Guan, H. and Lu, X.Z. (2011), "Evaluation of modal and traditional pushover analyses in frame-shear-wall structures", Adv. Struct. Eng., 14(5), 815-836. https://doi.org/10.1260/1369-4332.14.5.815
  20. Prinja, N.K., Shepherd, D. and Curley, J. (2005), "Simulating structural collapse of a PWR containment", Nucl. Eng. Des., 235(17-19), 2033-2043. https://doi.org/10.1016/j.nucengdes.2005.05.027
  21. Qian, J.R., Zhao, Z.Z., Duan, A., Xia, Z.F. and Wang, M.D. (2007), "Pseudo-dynamic tests of a 1:10 model of pre-stressed concrete containment vessel for CNP1000 nuclear power plant", China Civil Eng. J., 40(6), 7-13 (in Chinese).

Cited by

  1. Shaking table model tests of concrete containment vessel (CCV) for CPR1000 nuclear power plant vol.93, 2016, https://doi.org/10.1016/j.pnucene.2016.08.016
  2. Mechanical analysis for prestressed concrete containment vessels under loss of coolant accident vol.14, pp.2, 2014, https://doi.org/10.12989/cac.2014.14.2.127
  3. Safety analysis of nuclear containment vessels subjected to strong earthquakes and subsequent tsunamis vol.49, pp.5, 2017, https://doi.org/10.1016/j.net.2017.03.008
  4. Component deformation-based seismic design method for RC structure and engineering application vol.16, pp.5, 2014, https://doi.org/10.12989/eas.2019.16.5.575
  5. Dynamic analysis of the elasto-plastic behaviour of buildings and structures in the SCAD ++ software package vol.1425, pp.None, 2014, https://doi.org/10.1088/1742-6596/1425/1/012041
  6. Nonlinear Seismic Response Characteristics of CAP1400 Nuclear Island Structure on Soft Rock Sites vol.2020, pp.None, 2014, https://doi.org/10.1155/2020/8867026