Abstract
Flexible pipes connect the two critical systems of the floating production platform and underwater production, which play an important role in the transportation of oil and gas as well as water injection. However, flexible pipes are often subjected to multiple loads that threaten their stability in the service process. In this study, a model of a flexible pipe containing practical cross section in all layers is established to study the effects of axial compression and wet collapse loads on clockwise and anticlockwise torsional responses. The results of calculation show that the axial compression and radial expansion of the flexible pipe are caused by the axial compression load, which reduces clockwise torsional stiffness. The wet collapse load induces the bending deformation of the flexible pipes in clockwise and anticlockwise torsion, where the bending deformation of clockwise torsion is significantly affected by the change in the Young’s modulus of the tensile armor layers. This study shows that clockwise torsional stiffness is small and exhibits a trend of axial compression. Clockwise torsion has poor stability in combination with axial compression and wet collapse loads, respectively. Therefore, to prevent instability in flexible pipes, clockwise torsion load, or which coupled with axial compression and wet collapse load, should be avoided.
Access this article
We’re sorry, something doesn't seem to be working properly.
Please try refreshing the page. If that doesn't work, please contact support so we can address the problem.
Similar content being viewed by others
References
Saevik, S.; Berge, S.: Fatigue testing and theoretical studies of two 4 in flexible pipes. Eng. Struct. 17(4), 276–292 (1995)
Vaz, M.A.; Rizzo, N.A.S.: A finite element model for flexible pipe armor wire instability. Mar. Struct. 24(3), 275–291 (2011)
Costello, G.A.: Theory of wire rope. J. Appl. Mech. 59(2), 469 (1992)
Witz, J.A.; Tan, Z.: On the axial-torsional structural behaviour of flexible pipes, umbilicals and marine cables. Mar. Struct. 5(2–3), 205–227 (1992)
Mclver, D.B.: A method of modelling the detailed component and overall structural behaviour of flexible pipe sections. Eng. Struct. 17(4), 254–266 (1995)
Witz, J.A.: A case study in the cross-section analysis of flexible risers. Mar. Struct. 9(9), 885–904 (1996)
Kebadze, E.: Theoretical modeling of unbonded flexible pipe cross-section. Degree of Doctor of Philosophy South Bank University, UK (2000)
Custodio, A.B.; Vaz, M.A.: A nonlinear formulation for the axisymmetric response of umbilical cables and flexible pipes. Appl. Ocean Res. 24(1), 21–29 (2002)
Ren, S.F.; Xue, H.X.; Tang, W.Y.: Analytical and numerical models to predict the behavior of unbonded flexible risers under torsion. China Ocean Eng. 30(2), 243–256 (2016)
Pham, D.C.; Guo, T.F.; Zhang, Z.; Narayanaswamy, S.; Edmans, B.: An effective constitutive model for unbonded flexible risers. In: Offshore Technology Conference-Asia, Kuala Lumpur, Malaysia (2014)
Bahtui, A.; Bahai, H.; Alfano, G.: A finite element analysis for unbonded flexible risers under torsion. J. Offshore Mech. Arct. Eng. 130(4), 041301-1–041301-4 (2008)
Bahtui, A.; Bahai, H.; Alfano, G.: Numerical and analytical modeling of unbonded flexible risers. J. Offshore Mech. Arct. Eng. 131(2), 021401-1–021401-14 (2009)
Sousa, J.R.M.; Magluta, C.; Roitman, N.; Ellwanger, G.B.; Lima, E.C.P.: On the response of flexible risers to loads imposed by hydraulic collars. Appl. Ocean Res. 31(3), 157–170 (2009)
Malta, E.R.; de Arruda Martins, C.: Finite element analysis of flexible pipes under axial compression: influence of the sample length. J. Offshore Mech. Arct. Eng. 139(1), 011701-1–011701-9 (2017)
Yoo, D.H.; Jang, B.S.; Yun, R.H.: A simplified multi-layered finite element model for flexible pipes. Mar. Struct. 63, 117–137 (2019)
Gou, R.; Zhang, X.; Yang, W.; Chang, X.; Lu, S.: Nonlinear dynamics of three-dimensional prediction model for a flexible riser under linearly sheared currents. Arab. J. Sci. Eng. 44, 829–844 (2019)
Ebrahimi, A.; Kenny, S.; Hussein, A.: Finite element investigation on the tensile armour wire response of flexible pipe for axisymmetric loading conditions using an implicit solver. J. Offshore Mech. Arct. Eng. 140(4), 041402-1–041402-10 (2018)
Tabeshpour, M.R.; Rokni, H.J.: Frequency domain long-term efficiency of viscous damper in jacket platforms under random wave load. Arab. J. Sci. Eng. 42, 4523–4534 (2017)
Eide, J.T.W.; Muren, J.: Lifetime assessment of flexible pipes. In: Proceedings of the ASME 2014 33rd International Conference on Offshore Mechanics and Arctic Engineering, San Francisco (2014)
Eriksen, M.; Engelbreth, K.I.: Outer cover damages on flexible pipes—corrosion and integrity challenges. In: Proceedings of the ASME 2014 33rd International Conference on Offshore Mechanics and Arctic Engineering, San Francisco (2014)
Cuamatzi-Melendez, R.; Castillo-Hernández, O.; Vázquez-Hernández, A.O.; Vaz, M.A.: Finite element and theoretical analyses of bisymmetric collapses in flexible risers for deepwaters developments. Ocean Eng. 140, 195–208 (2017)
Gay Neto, A.; Martins, C.A.: A comparative wet collapse buckling study for the carcass layer of flexible pipes. J. Offshore Mech. Arct. Eng. 134(3), 1701–1709 (2009)
Merino, H.E.M.; de Sousa, J.R.M.; Magluta, C.; Roitman, N.: A study on the extensional-torsional response of a damaged flexible pipe. In: Proceedings of the ASME 2012 31st International Conference on Ocean, Offshore and Arctic Engineering, Rio de Janeiro, Brazil (2012)
API RP 17B: Recommended practice for flexible pipe. American Petroleum Institute, Washington (2007)
de Sousa, J.R.M.; Viero, P.F.; Magluta, C.; Roitman, N.: An experimental and numerical study on the axial compression response of flexible pipes. J. Offshore Mech. Arct. Eng. 134(3), 031703-1–031703-12 (2012)
de Sousa, J.R.M.; Magluta, C.; Roitman, N.; Campello, G.C.: On the extensional-torsional response of a flexible pipe with damaged tension armor wires. Ocean Eng. 161, 350–383 (2018)
Rabelo, M.A.; Pesce, C.P.; Santos, C.C.P.; Junior, R.R.; Franzini, G.R.: An investigation on flexible pipes birdcaging triggering. Mar. Struct. 40, 159–182 (2015)
Neto, A.G.; de Arruda Martins, C.; Malta, E.R.; Godinho, C.A.F.; Neto, T.F.B.; de Lima, E.A.: Wet and dry collapse of straight and curved flexible pipes: a 3D FEM modeling. In: The Twenty-Second International Offshore and Polar Engineering Conference, Rhodes, Greece (2012)
Acknowledgements
This study was supported by the Natural Science Foundation of China (51674214), the International Cooperation Project of the Sichuan Science and Technology Plan (2016HH0008), and the Plan Project of Sichuan Provincial and Technology (2018JY0058).
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Zhu, X., Lei, Q. Effect of Axial Compression and Wet Collapse Loads on Torsional Response of Flexible Pipe. Arab J Sci Eng 44, 10397–10408 (2019). https://doi.org/10.1007/s13369-019-04075-3
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s13369-019-04075-3