Buckling response of offshore pipelines under combined tension and bending
暂无分享,去创建一个
[1] J. L. Sanders,et al. NONLINEAR THEORIES FOR THIN SHELLS , 1963 .
[2] J. C. Simo,et al. Geometrically non‐linear enhanced strain mixed methods and the method of incompatible modes , 1992 .
[3] Weiliang Jin,et al. Buckling response of offshore pipelines under combined tension, bending, and external pressure , 2011 .
[4] Stelios Kyriakides,et al. On the Response of Elastic-Plastic Tubes Under Combined Bending and Tension , 1992 .
[5] Dongyan Zhao,et al. Analysis on Buckling Performance of Submarine Pipelines during Deepwater Pipe-Laying Operation , 2009 .
[6] Cong Wang,et al. An Overview of Deepwater Pipeline Laying Technology , 2008 .
[7] M. S. Hoo Fatt,et al. Buckling of a non-uniform, long cylindrical shell subjected to external hydrostatic pressure , 2002 .
[8] Stelios Kyriakides,et al. Response and stability of elastoplastic circular pipes under combined bending and external pressure , 1982 .
[9] S. Gellin. The plastic buckling of long cylindrical shells under pure bending , 1980 .
[10] Stelios Kyriakides,et al. Inelastic analysis of thin-walled tubes under cyclic bending , 1985 .
[11] Stelios Kyriakides,et al. Bifurcation Buckling Versus Limit Load Instabilities of Elastic-Plastic Tubes Under Bending and External Pressure , 1990 .
[12] M. Kashani,et al. Installation Load Consideration in Ultra-Deepwater Pipeline Sizing , 2005 .