DOI QR코드

DOI QR Code

Local joint flexibility equations for Y-T and K-type tubular joints

  • Asgarian, Behrouz (K.N.Toosi University of Technology, Faculty of Civil Engineering) ;
  • Mokarram, Vahid (K.N.Toosi University of Technology, Faculty of Civil Engineering) ;
  • Alanjari, Pejman (K.N.Toosi University of Technology, Faculty of Civil Engineering)
  • Received : 2013.08.04
  • Accepted : 2014.06.08
  • Published : 2014.06.25

Abstract

It is common that analyses of offshore platforms being carried out with the assumption of rigid tubular joints. However, many researches have concluded that it is necessary that local joint flexibility (LJF) of tubular joints should be taken into account. Meanwhile, advanced analysis of old offshore platforms considering local joint flexibility leads to more accurate results. This paper presents an extensive finite-element (FE) based study on the flexibility of uni-planner multi-brace tubular Y-T and K-joints commonly found in offshore platforms. A wide range of geometric parameters of Y-T and K-joints in offshore practice is covered to generate reliable parametric equations for flexibility matrices. The formulas are obtained by non-linear regression analyses on the database. The proposed equations are verified against existing analytical and experimental formulations. The equations can be used reliably in global analyses of offshore structures to account for the LJF effects on overall behavior of the structure.

Keywords

References

  1. Alanjari, P., Asgarian, B. and Kia, M. (2011), "Nonlinear joint flexibility element for the modeling of jacket-type offshore platforms", Appl. Ocean Res., 33(2), 147-157. https://doi.org/10.1016/j.apor.2010.12.005
  2. American Petroleum Institute, API. (2005), Recommended practice for planning, designing and constructing fixed offshore platfoms-working stress design, API RP2A-WSD, (22nd Ed.), American Petroleum Institute.
  3. Boukamp, J., Hollings, J., Maison, B. and Row, D. (1980), "Effects of joint flexibility on the response of offshore towers", Proceedings of the Offshore Technology Conference, Houston, Texas, USA.
  4. Buitrago, J., Healy, B. and Chang, T. (1993), "Local joint flexibility of tubular joints", Proceedings of the 12th International Conference on Offshore Mechanics and Arctic Engineering, OMAE, Glasgow, UK.
  5. Chakrabarti, P., Abu-Odeh, I., Mukkamala, A., Majumdar, B. and Ramirez, J. (2005), "An overview of the reassessment studies of fixed offshore platforms in the bay of Campeche, Mexico", Proceedings of the 24th International Conference on Offshore Mechanics and Arctic Engineering, OMAE,Halkidiki, Greece.
  6. Chakrabarti, P., Mukkamala, A., Abu-Odeh, I., Majumdar, B. and Ramirez, J. (2005), "Effect of joint behavior on the reassessment of fixed offshore platforms in the bay of Campeche, Mexico", Proceedings of the 24th International Conference on Offshore Mechanics and Arctic Engineering, OMAE, Halkidiki, Greece.
  7. Chen, B. and H. Y. (1996), Local flexibility of tubular joints of offshore platforms, (Eds. Dover, W. and Madhava, R.), Fatigue in offshore structures (Vol. 1). Rotterdam, Brookfield: A.A. Balkema.
  8. Det Norske Veritas. (1982), Rules for design, construction and inspection of fixed offshore structures, Det Norske Veritas, Oslo, Norway.
  9. Det Norske Veritas. (2010), Design of offshore wind turbine structures, DNV-OS-J101, Det Norske Veritas, Oslo, Norway.
  10. Fessler, H., Mockford, P. and Webster, J. (1986a), "Parametric equations for the flexibility matrices of multibrace tubular joints in offshore structures", Proc. Instn Civ. Engrs, 84(4), 675-696.
  11. Fessler, H., Mockford, P. and Webster, J. (1986b), "Parametric equations for the flexibility matrices of single brace tubular joints in offshore structures", Proc. Instn Civ. Engrs, 84(4), 659-673.
  12. Gho, W. (2009), Local joint flexibility of tubular circular hollow section joints with complete overlap of braces, In (Eds. Shen, Z., Chen, Y. and Zhao, X.), Tubular Structures (pp. 607-614). London: CRC Press/Balkema.
  13. Hu, Y., Chen, B. and Ma, J. (1993), "An equivalent element representing local flexibility of tubular joints in structural analysis of offshore platforms", Comput. Struct., 47(6), 957-969. https://doi.org/10.1016/0045-7949(93)90300-3
  14. Levenberg, K. (1944), "A method for the solution of certain problems in least squares", Quart. Appl. Math., 2, 164-168. https://doi.org/10.1090/qam/10666
  15. Marquardt, D. (1963),"An algorithm for least-squares estimation of nonlinear parameters", SIAM J. Appl. Math., 11, 431-441. https://doi.org/10.1137/0111030
  16. Morin, G., Bureau, J. and Contat, N. (1998), "Influence of tubular joints failure modes on jacket global failure modes", Proceedings of the 17th International Conference on Offshore Mechanics and Arctic Engineering, OMAE.
  17. MSL Engineering Limited. (2001), The effects of local joint flexibility on the reliability of fatigue life estimates and inspection planning, Norwich: HSE.
  18. MSL Services Corporation. (2000), Rationalization and optimization of underwater inspection planning consistent with API RP2A section 14, Houston: MSL Services Corporation.
  19. Samadani, S., Aghakouchak, A.A. and Niasar, J.M. (2009), "Nonlinear analysis of offshore platforms subjected to earthquake loading considering the effects of joint flexibility", Proceedings of the ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering, OMAE, Honolulu, Hawaii, USA.

Cited by

  1. Structural joint modeling and identification: numerical and experimental investigation vol.53, pp.2, 2015, https://doi.org/10.12989/sem.2015.53.2.373
  2. Three-dimensional joint flexibility element for modeling of tubular offshore connections vol.20, pp.4, 2015, https://doi.org/10.1007/s00773-015-0317-2
  3. Improved LJF equations for the uni-planar gapped K-type tubular joints of ageing fixed steel offshore platforms 2017, https://doi.org/10.1080/20464177.2017.1299613
  4. Static behavior of steel tubular structures considering local joint flexibility vol.24, pp.4, 2014, https://doi.org/10.12989/scs.2017.24.4.425
  5. Simplified bar-system model for tubular structures by considering local joint flexibility vol.81, pp.None, 2022, https://doi.org/10.1016/j.marstruc.2021.103122