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Crushing study for interlocked armor layers of unbonded flexible risers with a modified equivalent stiffness method

  • Ren, Shaofei (College of Shipbuilding Engineering, Harbin Engineering University) ;
  • Liu, Wencheng (College of Shipbuilding Engineering, Harbin Engineering University) ;
  • Song, Ying (College of Shipbuilding Engineering, Harbin Engineering University) ;
  • Geng, Hang (College of Shipbuilding Engineering, Harbin Engineering University) ;
  • Wu, Fangguang (College of Shipbuilding Engineering, Harbin Engineering University)
  • Received : 2018.06.03
  • Accepted : 2018.09.23
  • Published : 2019.01.31

Abstract

Interlocked armor layers of unbonded flexible risers may crush when risers are being launched. In order to predict the behavior of interlocked armor layers, they are usually simplified as rings with geometric and contact nonlinearity ignored in the open-literature. However, the equivalent thickness of the interlocked armor layer has not been addressed yet. In the present paper, a geometric coefficient ${\gamma}$ is introduced to the equivalent stiffness method, and a linear relationship between ${\gamma}$ and geometric parameters of interlocked armor layers is validated by analytical and finite element models. Radial stiffness and equivalent thickness of interlocked armor layers are compared with experiments and different equivalent methods, which show that the present method has a higher accuracy. Furthermore, hoop stress distribution of interlocked armor layer under crushing is predicted, which indicates the interlocked armor layer can be divided into two compression and two expansion zones by four symmetrically distributed singular points.

Keywords

References

  1. API RP 17B, 2002. Recommended Practice for Flexible Pipe, third ed. American Petroleum Institute, Washington D.C.
  2. Axelsson, G., Skjerve, H., 2014. Flexible riser carcass collapse analyses - sensitivity on radial gaps and bending. In: Proceedings of the ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering, San Francisco, California, USA.
  3. Bahtui, A., Bahai, H., Alfano, G., 2008. A finite element analysis for unbonded flexible risers under torsion. J. Offshore Mech. Arctic Eng. 130 (4), 041301. https://doi.org/10.1115/1.2948956
  4. Cuamatzi-Melendez, R., Castillo-Hernandez, O., Vazquez-Hernandez, A.O., Albiter, A., Vaz, M., 2015. Finite element modeling of burst failure in unbonded flexible risers. Eng. Struct. 87, 58-69. https://doi.org/10.1016/j.engstruct.2015.01.021
  5. de Sousa, J.R.M., Viero, P.F., Magluta, C., Roitman, N., 2012. An experimental and numerical study on the axial compression response of flexible pipes. J. Offshore Mech. Arctic Eng. 134 (3), 031703. https://doi.org/10.1115/1.4005181
  6. Dassault Systemes, 2010. Abaqus Analysis User's Manual. Dassault Systemes Simulia Corp., Rhode Island, USA, Version 6.10.
  7. Kim, K.S., Choi, H.S., Kim, K.S., 2018. Preliminary optimal configuration on free standing hybrid riser. Int. J. Nav. Archit. Ocean Eng. 10, 250-258. https://doi.org/10.1016/j.ijnaoe.2017.10.012
  8. Loureiro Jr., W.C., Pasqualino, I.P., 2012. Numerical-analytical prediction of the collapse of flexible pipes under bending and external pressure. In: Proceedings of the ASME 2012 31st International Conference on Ocean, Offshore and Arctic Engineering, Rio de Janeiro, Brazil.
  9. Note, A.G., Martins, C.A., 2009. A comparative buckling study for carcass layer of flexible pipes. In: Proceedings of the ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering, Honolulu, Hawaii, USA.
  10. Neto, A.G., Martins, C.A., Pesce, C.P., 2009. A numerical simulation of crushing in flexible pipes. In: 20th International Congress of Mechanical Engineering, Gramado, RS, Brazil.
  11. Neto, A.G., Martins, C.A., 2012. A comparative wet collapse buckling study for the carcass layer of flexible pipes. J. Offshore Mech. Arctic Eng. 134, 031701. https://doi.org/10.1115/1.4005185
  12. Note, A.G., Martins, C.A., 2014. Flexible pipes: influence of the pressure armor in the wet collapse resistance. J. Offshore Mech. Arctic Eng. 136 (3), 031401. https://doi.org/10.1115/1.4027476
  13. Ren, S.F., Tang, W.Y., Guo, J.T., 2014. Behavior of unbonded flexible risers subject to axial tension. China Ocean Eng. 28 (2), 249-258. https://doi.org/10.1007/s13344-014-0020-9
  14. Saevik, S., Berge, S., 1995. Fatigue testing and theoretical studies of two 4 inch flexible pipes. Eng. Struct. 17, 276-292. https://doi.org/10.1016/0141-0296(95)00026-4
  15. Saevik, S., Ye, N., 2016. Aspects of Design and Analysis of Offshore Pipelines and Flexibles, first ed. Southwest Jiaotong University Press, Cheng Du.
  16. Sun, Y.C., Meng, Q.H., Wang, P., Wang, R., 2014. Goldbach Conjecture in Mechanics. Metallurgical Industry Press, Beijing.
  17. Tang, M., Lu, Q., Yan, J., Yue, Q., 2016. Buckling collapse study for the carcass layer of flexible pipes using a strain energy equivalence method. Ocean Eng. 111, 209-217. https://doi.org/10.1016/j.oceaneng.2015.10.057
  18. Timoshenko, S.P., Gere, J.M., 1961. Theory of Elastic Stability, second ed. McGraw-Hill, New York.
  19. Vaz, M.A., Rizzo, N.A.S., 2011. A finite element model for flexible pipe armor wire instability. Mar. Struct. 24 (3), 275-291. https://doi.org/10.1016/j.marstruc.2011.03.001
  20. Wang, Y., 2013. Investigation of Design and Analysis for Unbonded Flexible Pipe Structural. Dalian University of Technology, Master Thesis.
  21. Weppenaar, N., Andersen, B., 2014. Investigation of tensile armor wire breaks in flexible risers and a method for detection. In: Proceedings of the ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering, San Francisco, California USA.