Strain capacity and material properties required for pipelines

References

• Glover , A. Application of grade 550 (X80) and grade 690 (X100) in arctic climates . Proceedings of Pipe Dreamers’ Conference on Application and Evaluation of High-Grade Linepipes in Hostile Environments . 2002 .
   Google Scholar
• The Japan Gas Association . The High Pressure Gas Conduit Earthquake-Resistant Design Guidelines , 2004 . JGA-206-03 .
   Google Scholar
• The Japan Gas Association . The High Pressure Gas Conduit Liquefaction Earthquake-Resistant Design Guidelines , 2001 . JGA-207-01 .
   Google Scholar
• Gerard , G. Compressive and tortional buckling of thin wall cylinders in yielded region . NACA, TN-No. 3726 .
   Google Scholar
• Suzuki , N. , Toyoda , M. Critical compressive strain of linepipes related to work-hardening parameters , Proceedings of the 21st International Conference on OMAE. 2002. Paper No. OMAE2002-28253 .
   Google Scholar
• Ramberg , W. , Osgood , W. R. Description of stress-strain curves by three parameters . 1943 . NACA, TN 902 .
   Google Scholar
• Zimmerman , T. J. E. , Stephens , M. J. , DeGeer , D. D. , Chen , C. Compressive strain limits for buried pipelines . 1995 OMAE . Vol.V . Pipeline Tech . 365 – 378 .
   Google Scholar
• Suzuki , N. , Kondo , J. , Endo , S. , Ishikawa , N. , Okatsu , M. , Shimamura , J. Effect of geometric imperfection on bending capacity of X80 Linepipe . Proceedings of the 6th IPC. Paper No. IPC2006-10070 .
   Google Scholar