Structural Characteristics of Damaged Offshore Tubular Members

  • Cho, Sang-Rai (School of Naval Architecture and Ocean Engineering Ulsan Uinversity) ;
  • Kwon, Jong-Sig (Bureau Veritas, Busan Office) ;
  • Kwak, Dong-Il (Dept. of Civil Engineering, Daegu Technical University)
  • Received : 2009.12.24
  • Accepted : 2010.08.18
  • Published : 2010.08.31

Abstract

Over the past few decades various experimental and theoretical investigations have been performed on offshore tubular members with regard to damage resistance and residual strength. Analysis of damaged tubular members requires a three-dimensional shell analysis for accurate results. Even though various commercial packages are available for this purpose, a beam-column analysis is preferred for offshore structural designs. In this paper, empirical equations are provided for a more accurate beam-column analysis of damaged tubes including the relationships between the lateral denting load and the depth of the dent, the rate of dent deepening due to increasing curvature and the longitudinal variation in the dent depth of damaged tubes. A design equation to predict the ultimate bending capacities of damaged offshore tubular members is also presented.

Keywords

References

  1. Cho, S.-R. (1987). “Design Approximations for Offshore Tubulars Against Collisions”, PhD Thesis, University of Glasgow.
  2. Cho, S.-R. (1989). "Design Equation for Predicting the Residual Strength of Damaged Tubulars Under Combined Axial Compression, and Hydrostatic Pressure”, Journal of the Society of Naval Architects of Korea, Vol 26, No 4, pp 44-56 (in English).
  3. Cho, S.-R. (1990). “Development of a Simplified Dynamic Analysis Procedure for Offshore Collisions”, Journal of the Society of Naval Architects of Korea, Vol 27, No 4, pp 72-82 (in English).
  4. Donegan, E. (1982) "New Platform Designs Minimize Ship Collision Damage", Petroleum Engineering International, p 76.
  5. Elchalakani, M., Grzebieta, R. and Zhao, X.-L. (2002a). "Plastic Collapse Analysis of Slender Circular Tubes Subjected to Large Deformation Pure Bending", Advances in Structural Engineering, Vol 5, No 4, pp 241-257. https://doi.org/10.1260/136943302320974617
  6. Elchalakani, M., Zhao, X.-L. and Grzebieta, R.-H. (2002b). "Plastic Mechanism Analysis of Circular Tubes Under Pure Bending”, International Journal of Mechanical Sciences, Vol 44, pp 1117-1143. https://doi.org/10.1016/S0020-7403(02)00017-6
  7. Frieze, P.A. and Cho, S.-R. (1993). “Impact Damage and Assessment of Offshore Tubulars,” Proceedings of 25th Offshore Technology Conference, OTC Paper No 7152, Vol 2: Platform & Marine Design, pp 193-200.
  8. Jensen, J.J., et al. (1997). Report of Ultimate Strength Committee III.1, International Ship and Offshore Structures Congress, Vol 1, pp 233-283.
  9. Jiao, H. and Zhao, X.-L. (2004). "Section Slenderness Limits of Very High Strength Circular Steel Tubes in Bending", Thin-Walled Structures, Vol 42, pp 1257-1271. https://doi.org/10.1016/j.tws.2004.03.020
  10. Mavrikios, Y. and de Oliveira, J.G. (1983). Design Against Collisions for Offshore Structures, MIT Sea Grant Report MITSG 83-7, Massachusetts Institute of Technology.
  11. Paik, J.K. and Shin, B.C. (1989). “Effects of Damage on the Ultimate Strength of Offshore Tubular Members”, Journal of Ocean Engineering and Technology, KCORE, Vol 3, No 2, pp 577-586 (in Korean).
  12. Taby, J., Moan, T. and Rashed, S.M.H. (1981). "Theoretical and Experimental Study of the Behaviour of Damaged Tubular members in Offshore Structures", Norwegian Maritime Research, Vol 9, No 2, pp 26-33.
  13. Smith, C.S., Somerville, W.L. and Swan, J.W. (1981). "Buckling Strength and Stiffness of Dmaged Steel Bracing Members", Proceedings of 13th Offshore Technology Conference, Houston, Paper OTC3981, 273-282.
  14. Wierzbicki, T. and Suh, M.S. (1986). Denting Analysis of Tubes under Combined Loading, MIT Sea Grant Report MITSG 86-5.
  15. Ueda, Y. and Rashed, S.M.H. (1985). "Behavior of Damaged Tubular Structural Members", Journal of Energy Resources Technology, ASME, Vol 107, pp 342-349. https://doi.org/10.1115/1.3231197