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Finite Element Stress Analysis of Large Sized Rectangular Water Tank Structures Made of Stainless Steel Materials

대용량 스테인리스 강재 사각형 물탱크 구조의 유한요소 응력해석

  • Son, Byung-Jik (Department of International Civil and Plant Engineering, Konyang University) ;
  • Lee, Sang-Youl (Department of Civil Engineering, Andong National University)
  • 손병직 (건양대학교 해외건설플랜트학과) ;
  • 이상열 (안동대학교 토목공학과)
  • Received : 2015.05.27
  • Accepted : 2015.06.04
  • Published : 2015.06.30

Abstract

The finite element stress analysis of large sized rectangular water tank structures made of stainless steel materials is carried out for various combined load cases. The combined load cases for a large size of 5,000ton are further determined using the specification(KS B6283) established from the Korean Standards Association. The changed water capacity due to the size of reservoirs could be heavily dependent for evaluating seismic effects, especially for large reservoirs. For the better numerical efficiency, the rectangular panels are modelled using the ANSYS ADPL module. The numerical results obtained for different load cases mainly show the effect of the interactions between the different load combination and other various parameters, for example, the water capacity, and different stainless steel materials. The structural performance for various load combinations is also evaluated.

Keywords

References

  1. Chang, C. H. (2010), "Material Development of Eco Water Tank with High Density Polyethylene and Low-temperature Concrete," Journal of the Korea Institute for Structural Maintenance and Inspection, Vol. 14, No. 4, pp. 133-140.
  2. Hamdan, F. H. (2000), "Seismic behavior of cylindrical steel liquid storage tanks," Journal of Constructional Steel Research, 53, pp. 307-333. https://doi.org/10.1016/S0143-974X(99)00039-5
  3. Hibbitt, Karlsson and Sorensen Inc. (2007), "ABAQUS/CAE user's manual," version 6.7, Pawtucket, R.I.
  4. Korean Standards Association (2006), "Design requirements for wind load and seismic load of oil storage tanks," KS B 6283 (in Korean).
  5. Malhotra, P. K. (1997), "Seismic Analysis of Liquid-Storage Steel Tanks," Structural Engineering International, pp. 197-201.
  6. Mark M. B., David A. C., Nany E. M. and Mark M. (1991), "Criteria for the Renovation or Replacement of Water Treatment Plants," AWWA Research Foundation and American Water Works Association.
  7. Susan. T. (1996), "Tracer Studies in Water Treatment Facilities: A Prorocol and Case Studies," AWWA Research Foundation and American Water Works Association.
  8. U.S. Environmental Protection Agency (1989), "Guidance Manual for Compliance with the Filtration and Disinfection Requirements for Public Water System using Surface Water Sources," Washington, D.C.

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