Page 89 - Pipelines and Risers
P. 89

62                                                                Chapter 3

           13. DNV  (1996), “Rules for Submarine Pipeline Systems”, Det Norske  Veritas, December
              1996.
           14. Ellinas, C.P., Raven, P.W.J., Walker, A.C. and Davies, P., (1986) “Limit State Philosophy
              in Pipeline Design”, Journal of  Energy Resources Technology, Transactions of  ASME,
              Jan. 1986.
           15. Gresnigt, A.M.,  1986 “Plastic Design  of  Buried  Steel Pipelines in  Settlement Areas”
              HERON, Delf University of Technology, Vol. 31, No. 4.
           16. Haagsma, S. C., Schaap D. (1981) “Collapse Resistance of  Submarine Lines Studied” Oil
              & Gas Journal, Feb. 198 1.
           17. Hauch, S. and Bai, Y. (1998), “Use of Finite Element Analysis for Local Buckling Design
              of Pipelines” OMAE’98.
           18. Hauch, S. and Bai, Y. (1999) “Bending Moment Capacity of Pipes”, OMAE’99.
           19. Hauch, S.  and Bai, Y.  (2000) “Bending Moment  Capacity of  Grove Corroded Pipes”,
              Is0PE’2000.
           20. Hill, R.  (1950) “The mathematical  theory of  plasticity” Oxford University Press, New
              York, ISBN 0 19 856162 8.
           21. Kyriakides, S and Yeh, M. K. (1988), “Plastic Anisotropy in Drawn Metal Tubes” Journal
              of Engineering for Industry, Aug. 1988, Vol. 110/303.
           22. Madhavan, R.,  Babcock, C.D. and Singer, J., (1993), “On the Collapse of  Long, Thick-
              Walled Tubes Under External Pressure and Axial Tension”, Journal of  Pressure Vessel
              Technology, Feb. 1993, Vol. 115/15.
           23. Mohareb, M.  E.,  Elwi, A.  E.,  Kulak,  G.  L.  and Murray  D.  W.  (1994), Deformational
              Behaviour of Line Pipe” Structural Engineering Report No. 202, University of Alberta.
           24.Murphey  C.E.  and  Langner  C.G.  (1985),  “Ultimate Pipe  Strength  Under  Bending,
              Collapse and Fatigue”, OMAE’85.
           25. SUPERB (1996), “Buckling and Collapse Limit State”, December 1996.
           26. Timoshenko, S. P.  and  Gere, J.  M.  (1961), Theory  of  Elastic Stability”, 3‘‘  Edition,
              McGraw-Hill International Book Company.
   84   85   86   87   88   89   90   91   92   93   94