Steel and Composite Structures

  • 제1권1호
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  • Pages.131-144
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  • 2001
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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Buckling of aboveground oil storage tanks under internal pressure

  • 발행 : 2001.03.25
⟨ 이전 논문 다음 논문 ⟩

초록

Overpressurization can occur due to the ignition of flammable vapors existing inside aboveground oil storage tanks. Such accidents could happen more frequently than other types of accident. In the tank design, when the internal pressure increases, the sidewall-to-roof joint is expected to fail before failure occurs in the sidewall-to-bottom joint. This design concept is the socalled "frangible roof joint" introduced in API Standard 650. The major failure mode is bifurcation buckling in this case. This paper presents the bifurcation buckling pressures in both joints under internal pressure. Elastic and elastic-plastic axisymmetric shell finite element analysis was performed involving large deformation in the prebuckling state. Results show that API Standard 650 does not evaluate the frangible roof joint design conservatively in small diameter tanks.

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참고문헌

  1. American Petroleum Institute (1998), "Welded steel tanks for oil storage, Appendix F," Design of Tanks for Small Internal Pressures, API Standard 650, 10th Ed., Washington, DC.
  2. Bathe K.J., Ramm E. and Wilson E.L. (1975), "Finite element formulations for large deformation dynamic analysis", International Journal for Numerical Methods in Engineering, 9, 353-386. https://doi.org/10.1002/nme.1620090207
  3. Bushnell D. (1976), "BOSOR5-program for buckling of elastic-plastic complex shells of revolution including large deformations and creep", Computer & Structures, 6(3), 221-239. https://doi.org/10.1016/0045-7949(76)90034-1
  4. Denham, J.B., Russel, J. and Wills, C.M.R. (1968), "A comparison of predicted and measured stresses in a large storage tank", Proceedings of American Petroleum Institute Refinery Department, API.
  5. Lu, Z., Swenson, D.V. and Fenton, D.L. (1996), "Frangible roof joint behavior of cylindrical oil storage tanks designed API 650 Rules", Journal of Pressure Vessel Technology, 118, August, 326-331. https://doi.org/10.1115/1.2842195
  6. Marcal, P.V. and King, I.P. (1967), "Elastic-plastic analysis of two-dimensional stress systems by the finite element method", International Journal of Mechanical Sciences, 9, 143-155. https://doi.org/10.1016/0020-7403(67)90004-5
  7. Miyazaki, N., Hagiwara, S. and Munakata, T. (1988), "Application of the finite element method to elastic-plastic creep buckling analysis of partial spherical shell", Transactions of the Japan Society of Mechanical Engineers, Series A, 54(500), 794-799(in Japanese). https://doi.org/10.1299/kikaia.54.794
  8. Morgenegg, E.E. (1978), "Frangible roof tanks", Proceedings of American Petroleum Institute Refinery Department, 43rd Midyear Meeting, Toronto, API, 509-514.
  9. Schreyer, H.L., Kulak R.F. and Kramer J.M. (1979), "Accurate numerical solutions for elastic-plastic models", Journal of Pressure Vessel Technology, 101, August, 226-234. https://doi.org/10.1115/1.3454627
  10. Stricklin, J.A., Haisler, W.E., MacDougall, H.R. and Stebbins F.J. (1968), "Nonlinear analysis of shells of revolution by the matrix displacement method", AIAA Journal, 6(12), 2306-2312. https://doi.org/10.2514/3.4987
  11. Zienkiewicz, O.C. and Tailor, R.L. (1988), The Finite Element Method, 4th Edition, 2, McGraw Hill, 284-311.