[1]
Zoysa, De.A. P. K. 1978. Steady analysis of undersea cables. Ocean Engineering, 5: 209-223.
DOI: 10.1016/0029-8018(78)90038-0
Google Scholar
[2]
Felippa, C. A. and Chung, J. S. 1981a. Nonlinear static analysis of deep-ocean mining pipe (PartI): Modeling and formulation. ASME Journal of Energy Resources Technology, 103(1): 11–15.
DOI: 10.1115/1.3230807
Google Scholar
[3]
Chung, J. S. and Felippa, C. A. 1981b. Nonlinear Static Analysis of Deep Ocean Mining Pipe (Part II), Numerical Studies, Transaction of the ASME, 103(1): 16-25.
DOI: 10.1115/1.3230808
Google Scholar
[4]
McNamara, J. F., O'Brien, P. J. and Gilroy, S. G. 1988. Nonlinear analysis of flexible risers using hybrid finite elements. Journal of Offshore Mechanics and Arctic Engineering, 110(3): 197-204.
DOI: 10.1115/1.3257051
Google Scholar
[5]
Zhu, Shengchang, GanXilin and YangXianeheng. 1994. Computation of a steep–s flexible pipe's initial shape. The Ocean Engineering, 12(1): 9~15.
Google Scholar
[6]
Yazdchi, M., and Crisfield, M.A. 2002a. Buoyancy forces and the 2D finite element analysis of flexible offshore pipes and risers. International Journal for Numerical Methods in Engineering, 54: 61–88.
DOI: 10.1002/nme.415
Google Scholar
[7]
Yazdchi, M., and Crisfield, M.A. 2002b. Nonlinear dynamic behavior of flexible marine pipes and risers. International Journal for Numerical Methods in Engineering 54: 1265–1308.
DOI: 10.1002/nme.566
Google Scholar
[8]
Sun Yaogang. 2010. Static Analysis of Flexible Riser, MS thesis. Harbin: Harbin Engineering University.
Google Scholar
[9]
Sun Liping and Qi Bo. 2011. Global Analysis of a Flexible Riser. J. Marine. Sci. Application, 10: 478-484. DOI: 10. 1007/s11804-011-1094-x.
DOI: 10.1007/s11804-011-1094-x
Google Scholar
[10]
Knapp, R.H. 1979. Derivation of a new stiffness matrix for helically armoured cables considering tension and torsion. International Journal for Numerical Methods in Engineering, 14(4): 515-529.
DOI: 10.1002/nme.1620140405
Google Scholar
[11]
Ractliffe, A. T. 1985. The validity of quasi-static and approximate formulae in the context of cable and flexible riser dynamics. Proceedings of the 4th International Conference on Behaviour of Offshore Structures, held Delft, The Netherlands, July 1-5, p.337.
Google Scholar
[12]
Seyed, F. B. and Patel, M. H. 1992. Considerations in design of flexible riser systems. Proc. ISOPE-92, San Francisco, USA.
Google Scholar
[13]
Atadan, A.S., Calisal, S.M., Modi, V.J., and Guo, Y. 1997. Analytical and numerical analysis of the dynamics of a marine riser connected to a floating platform. Ocean Engineering, 24(2): 111-131.
DOI: 10.1016/0029-8018(96)87670-0
Google Scholar
[14]
Leroy,J. -M. and Estrier, P. 2001. Calculation of Stresses and Slips in Helical Layers of Dynamically Bent Flexible Pipes. Oil & Gas Science and Technology – Rev. IFP, 56(6): 545-554.
DOI: 10.2516/ogst:2001044
Google Scholar
[15]
Marcos Q. de Siqueira, José Renato M. de Sousa and Márcio M. Mourelle. 2003. Analysis of the dynamic behaviour of flexible risers considering hysteretic damping. Proceedings of OMAE0322nd International Conference on Offshore Mechanics and Arctic Engineering June 8-13, Cancun, Mexico.
DOI: 10.1115/omae2003-37040
Google Scholar
[16]
Bahtui A., Bahai H., and Alfano G. 2008a. A finite element analysis for unbonded flexible risers under axial tension. Proceedings of OMAE2008 27th International Conference on Offshore Mechanics and Arctic Engineering, Estoril, Portugal, June 15-20.
DOI: 10.1115/1.2948956
Google Scholar
[17]
Bahtui A., Bahai H., and Alfano G. 2008b. A finite element analysis for unbonded flexible risers under torsion. Journal of Offshore Mechanics and Arctic Engineering (OMAE), 130(4).
DOI: 10.1115/1.2948956
Google Scholar
[18]
Hosseini Kordkheili, S.A., H. Bahai, n, M. and Mirtaheri. 2011. An updated Lagrangian finite element formulation for large displacement dynamic analysis of three-dimensional flexible riser structures. Ocean Engineering 38: 793–803.
DOI: 10.1016/j.oceaneng.2011.02.001
Google Scholar
[19]
Li Jingyuan, Wang Hua, Zhang Kai, You Xiaochuan and Ju Jinsan. 2013. FEM Model and Mechanical Behavior of Flexible Risers. 9th International Conference on Fracture & Strength of Solids June 9-13, Jeju, Korea.
Google Scholar
[20]
Witz, J.A. and Tan, Z. 1992a. On the axial-torsional structural behaviour of flexible pipes, umbilicals and marine cables. Marine Structures, 5: 205-227.
DOI: 10.1016/0951-8339(92)90029-o
Google Scholar
[21]
Witz, J.A. and Tan, Z. 1992b. On the flexural structural behaviour of flexible pipes, umbilicals and marine cables. Marine Structures, 5: 229-249.
DOI: 10.1016/0951-8339(92)90030-s
Google Scholar
[22]
Sævik, S. 1993. A finite element model for predicting stresses pipe in flexible pipe armouring tendons. Computers & Structures, 46(2): 219-230.
DOI: 10.1016/0045-7949(93)90187-i
Google Scholar
[23]
Witz,J. A. 1996. A Case Study in the Cross-section Analysis of Flexible Risers. Marine Structures 9: 885-904.
DOI: 10.1016/0951-8339(95)00035-6
Google Scholar
[24]
Kraincanic, I. and Kebadze, E. 2001. Slip initiation and progression in helical armouring layers of unbonded flexible pipes and its effect on pipe bending behaviour. Journal of Strain Analysis, 36(3): 265-275.
DOI: 10.1243/0309324011514458
Google Scholar
[25]
Tan, Z., Case, M. and Sheldrake, T. 2005. Higher order effects on bending of helical armour wire inside an unbonded flexible pipe. Proceedings of 24th International Conference on Offshore Mechanics and Arctic Engineering, OMAE05, Halkidiki, Greece, June 12-17.
DOI: 10.1115/omae2005-67106
Google Scholar
[26]
Sævik Svein. 2011. Theoretical and experimental studies of stresses in flexible pipes. Computers and Structures, 89: 2273–2291.
DOI: 10.1016/j.compstruc.2011.08.008
Google Scholar
[27]
Terry Sheldrake, YiJun Shen, Jian Zhao, Zhimin Tan. 2012. Analysis of the creep behavior of the polymer barrier layer in unbonded flexible pipes under different fluid temperatures. Proceedings of the ASME 2012 31st International Conference on Ocean, Offshore and Arctic EngineeringOMAE2012 June 10-15.
DOI: 10.1115/omae2012-83164
Google Scholar
[28]
Oliveira, de J.G., Goto, Y. and Okamoto, T. 1985. Theoretical and methodological approaches to flexible pipe design and application. Annual Offshore Technology Conference, Houston, TX, USA, 517.
DOI: 10.4043/5021-ms
Google Scholar
[29]
Nielsen, R., Colquhoun, R.S., McCone, A., Witz, J.A. and Chandwani, R. 1990. Tools for predicting service life of dynamic flexible risers. Proc First European Offshore Mechanics Symposium, Trondheim, Norway, 449-456.
Google Scholar
[30]
Witz, J.A. and Tan, Z. 1989. An analysis method for the prediction of the long term mechanical degradation of unbonded flexible pipes. BPP Report, No. 7419A for Wellstream Corporation, Houston, USA.
Google Scholar
[31]
Claydon, P., Cook, G., Brown, P.A. and Chandwani, R. 1992. A theoretical approach to prediction of service life of unbonded flexible pipes under dynamic loading conditions. Marine Structures, 5(5): 399-429.
DOI: 10.1016/0951-8339(92)90011-d
Google Scholar
[32]
Out, J.M.M. and Morgen, B.J. von. 1997. Slippage of helical reinforcing on a bent cylinder. Engineering Structures, 19(6): 507-515.
DOI: 10.1016/s0141-0296(96)00112-5
Google Scholar
[33]
Martins,C. A. and Pesce,C. P. 2002. A Simplified Procedure to Assess the Fatigue-Life of Flexible Risers. Proceedings of The Twelfth International Offshore and Polar Engineering Conference Kitakyushu, Japan, May 26–31.
Google Scholar
[34]
Zhang, Y., Chen, B., Qiu, L., Hill, T. and Case, M. 2003. State of the art analytical tools improve optimization of unbonded flexible pipes for deepwater environments. The 2003 Offshore Technology Conference, Houston , Texas, USA, May 5-8.
DOI: 10.4043/15169-ms
Google Scholar
[35]
Grealish, F. and Smith, MCS, R. and Zimmerman, ExxonMobil ,J. 2006. New Industry Guidelines for Fatigue Analysis of Unbonded Flexible Risers. Offshore Technology Conference in Houston, Texas, U.S.A., 1-4 May.
DOI: 10.4043/18303-ms
Google Scholar
[36]
Fan Baiming, Ji Chunyan , Zhang Qiang and Huo Fali. 2008. Study on Calculation Method of Deep-sea Riser's Fatigue Life under Wave and Current Combined Operations. SHIP &OCEAN ENGINEERING , 37(2): 91-94.
Google Scholar
[37]
José Renato M. de Sousa, Fernando J. M. de Sousa, Marcos Q. de Siqueira, Luís V. S. Sagrilo, and Carlos Alberto D. de Lemos. 2012. A Theoretical Approach to Predict the Fatigue Life of Flexible Pipes. Journal of Applied Mathematics, Article ID 983819, 29 pages.
DOI: 10.1155/2012/983819
Google Scholar