Home            Contact us            FAQs
    
      Journal Home      |      Aim & Scope     |     Author(s) Information      |      Editorial Board      |      MSP Download Statistics

     Research Journal of Applied Sciences, Engineering and Technology


Dynamic Response of the Single-Layer Kiewitt-8 Reticulated Dome Subjected to the Airplane Crash

1, 2Li Lin, 1Feng Fan, 1Xu Dong Zhi and 1Hong Feng Yin
1School of Civil Engineering, Harbin Institute of Technology, No. 77 Huanghe Road, Nangang District, Harbin 150090, P.R. China
2College of Civil Engineering and Architecture, Harbin University of Science and Technology, No. 52 Xuefu Road, Nangang District, Harbin 150080, P.R. China
Research Journal of Applied Sciences, Engineering and Technology  2014  5:1024-1028
http://dx.doi.org/10.19026/rjaset.7.353  |  © The Author(s) 2014
Received: January 31, 2013  |  Accepted: March 08, 2013  |  Published: February 05, 2014

Abstract

Aiming to investigate the dynamic response of the single-layer Kiewitt-8 reticulated dome subjected to the airplane crash, events of aircraft impact to the single-layer kiewitt-8 reticulated dome were simulated by using the 3D ANSYS/LS-DYNA. Impact loadings were carried out respectively by the Riera force history method and by modeling a real plane similar to Bombardier Challenger 850. Simulation results indicated that the impact by modeling a real plane directly is more reasonable than the method by Riera force history. Furthermore, a series of different impact events were added to investigate the effect of impact position and the flight attitude of the airplane. It was found that at a certain initial condition, the impact position and the flight attitude can change the damage mode of the dome structure.

Keywords:

Finite element model of a small airplane, riera force history, single-layer kiewitt-8 reticulated dome,


References

  1. Abbas, H., K.D. Paul and N.P. Godbole, 1996. Aircraft crash upon outer containment of nuclear power plant. Nucl. Eng. Des., 160: 13-50.
    CrossRef    
  2. Arros, J. and N. Doumbalski, 2007. Analysis of aircraft impact to concrete structures. Nucl. Eng. Des., 237: 1241-1249.
    CrossRef    
  3. ASCE, 1980. Manual No. 58. Structural Analysis and Design of Nuclear Plant Facilities. American Society of Civil Engineers.
  4. Bonder, S.R. and P.S. Symonds, 1979. Experiments on dynamic plastic loading of frames. Int. J. Solid Struct., 15: 1-13.
    CrossRef    
  5. Chelapati, C.V. and R.P. Kennedy, 1972. Probabilistic assessment of aircraft hazard for nuclear power plants. Nucl. Eng. Des., 19(2): 333-364.
    CrossRef    
  6. Fan, F., D.Z. Wang, X.D. Zhi and S.Z. Shen, 2008. Failure modes for single-layer reticulated domes under impact loads. Trans. Tianjin Univ., 14: 545-50.
    CrossRef    
  7. Fan, F., D.Z. Wang, X.D. Zhi and S.Z. Shen, 2010. Failure modes of reticulated domes subjected to impact and the judgment. Thin Wall. Struct., 48: 143-149.
    CrossRef    
  8. Jorge, D.R., 1968. On the stress analysis of structures subjected to aircraft forces. Nucl. Eng. Des., 8(4): 415-426.
    CrossRef    
  9. Jorge, D.R., 1980. A critical reappraisal of nuclear power plant safety against accidental aircraft impact. Nucl. Eng. Des., 57(1):193-206.
    CrossRef    
  10. Lynn, K.M. and D. Isobe, 2007. Structural collapse analysis of framed structures under impact loads using ASI-gauss finite element method. Int. J. Impact Eng., 34: 1500-1516.
    CrossRef    
  11. Omika, Y. and F. Eiji, 2005. Structural responses of world trade center under aircraft attacks. J. Struct., 131: 6-15.
    CrossRef    
  12. Samuel, T., 2003. Cable-based retrofit of steel building floors to prevent progressive collapse. Ph.D. Thesis, the University of California in Berkeley, California.
  13. Zhou, Q., T.X. Yu and Z.P. Huang, 1989. The large deflection of plastic response of a right- angle frame to impact. Explosion Shock Waves, 4: 120-129, (In Chinese).

Competing interests

The authors have no competing interests.

Open Access Policy

This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.

Copyright

The authors have no competing interests.

ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
Submit Manuscript
   Information
   Sales & Services
Home   |  Contact us   |  About us   |  Privacy Policy
Copyright © 2024. MAXWELL Scientific Publication Corp., All rights reserved