Asymmetric buckling of offshore pipelines under combined tension, bending and external pressure

References

• API (American Petroleum Institute). 2007. API specifications 5L: specifications for line pipe. 44th ed. Washington, DC: API Publishing Services.
   Google Scholar
• Corona E, Kyriakides S. 1988. On the collapse of inelastic tubes under combined bending and pressure. Int J Solids Struct. 24(5):505–535.
   Web of Science ®Google Scholar
• Corona E, Kyriakides S. 2000. Asymmetric collapse modes of pipes under combined bending and external pressure. ASCE J Eng Mech. 126(12):1232–1239.
   Web of Science ®Google Scholar
• DNV (Det Norske Vetias). 2007. Offshore standard. DNV-OSF101: submarine pipeline systems. Høvik: DNV.
   Google Scholar
• Dorey AB, Murray DW, Cheng JJR. 2006. Initial imperfection models for segments of line pipe. ASME J Offshore Mech Arctic Eng. 128(4):322–329.
   Web of Science ®Google Scholar
• Dyau JY, Kyriakides S. 1992. On the response of elastic-plastic tubes under combined bending and tension. Int J Offshore Mech Arctic Eng. 114(1):50–62.
   Google Scholar
• Gellin S. 1980. The plastic buckling of long cylindrical shells under pure bending. Int J Solids Struct. 16(5):397–407.
   Web of Science ®Google Scholar
• Gong SF, Ni XY, Bao S, Bai Y. 2013. Asymmetric collapse of offshore pipelines under external pressure. Ships Offshore Struct. 8(2):176–188.
   Web of Science ®Google Scholar
• Gong SF, Ni XY, Yuan L, Jin WL. 2012. Buckling response of offshore pipelines under combined tension and bending. Struct Eng Mech. 41(6):805–822.
   Web of Science ®Google Scholar
• Gong SF, Yuan L, Jin WL. 2011. Buckling response of offshore pipelines under combined tension, bending, and external pressure. J Zhejiang Univ-Sci A. Appl Phys Eng. 12(8): 627–636.
   Web of Science ®Google Scholar
• Hibbitt HD, Karlsson BI, Sorensen P. 2006. ABAQUS theory manual, version 6.3. Pawtucket (RI): Hibbitt, Karlsson and Sorensen.
   Google Scholar
• Kara F, Navarro J, Allwood RL. 2010. Effect of thickness variation on collapse pressure of seamless pipes. Ocean Eng. 37:998–1006.
   Web of Science ®Google Scholar
• Kashani M, Young R. 2005. Installation load consideration in ultra-deepwater pipeline sizing. ASCE J Transportation Eng. 131(8):632–639.
   Web of Science ®Google Scholar
• Kyriakides S, Corona E. 2007. Mechanics of offshore pipelines, volume 1: buckling and collapse. Oxford: Elsevier Science.
   Google Scholar
• Kyriakides S, Shaw PK. 1982. Response and stability of elastoplastic circular pipes under combined bending and external pressure. Int J Solids Struct. 18(11):957–973.
   Web of Science ®Google Scholar
• Le Grognec P, Casari P, Choqueuse D. 2009. Influence of residual stresses and geometric imperfections on the elastoplastic collapse of cylindrical tubes under external pressure. Marine Struct. 22(4):836–854.
   Web of Science ®Google Scholar
• Li ZG, Wang C, He N, Zhao DY. 2008. An overview of deepwater pipeline laying technology. China Ocean Eng. 22(3):521–532.
   Web of Science ®Google Scholar
• Netto TA. 2009. On the effect of narrow and long corrosion defects on the collapse pressure of pipelines. Appl Ocean Res. 31(2):75–81.
   Web of Science ®Google Scholar
• Netto TA, Ferraz US, Botto A. 2007. On the effect of corrosion defects on the collapse pressure of pipelines. Int J Solids Struct. 44:7597–7614.
   Web of Science ®Google Scholar
• Papadakis G. 2008. Buckling of thick cylindrical shells under external pressure: a new analytical expression for the critical load and comparison with elasticity solutions. Int J Solids Struct. 45:5308–5321.
   Web of Science ®Google Scholar
• Sakakibara N, Kyriakides S, Corona E. 2008. Collapse of partially corroded or worn pipe under external pressure. Int J Mech Sci. 50:1586–1597.
   Web of Science ®Google Scholar
• Sanders JL. 1963. Nonlinear theories of thin shells. Q Appl Math. 21(1):21–36.
   Google Scholar
• Wang CY. 2005. Buckling and postbuckling of segmented tubes under external pressure. Int J Non-linear Mech. 40:551–556.
   Web of Science ®Google Scholar
• Xue JH. 2012. Local buckling in infinitely, long cylindrical shells subjected uniform external pressure. Thin-walled Struct. 53:211–216.
   Web of Science ®Google Scholar
• Xue JH, Yuan D, Han F, Liu RH. 2013. An extension of Karman-Donnell's theory for non-shallow, long cylindrical shells undergoing large deflection. Eur J Mech – A/Solids. 37:329–335.
   Web of Science ®Google Scholar
• Yuan L, Gong SF, Jin WL. 2009. Analysis on buckling performance of submarine pipelines during deepwater pipe-laying operation. China Ocean Eng. 23(2):303–316.
   Web of Science ®Google Scholar