Slip initiation and progression in helical armouring layers of unbonded flexible pipes and its effect on pipe bending behaviour
暂无分享,去创建一个
[1] J. A. Witz. A case study in the cross-section analysis of flexible risers , 1996 .
[2] J. A. Witz,et al. On the axial-torsional structural behaviour of flexible pipes, umbilicals and marine cables , 1992 .
[3] J.M.M. Out,et al. Slippage of helical reinforcing on a bent cylinder , 1997 .
[4] R. E. Hobbs,et al. The bending of spiral strand and armored cables close to terminations , 1984 .
[5] J. A. Witz,et al. On the flexural structural behaviour of flexible pipes, umbilicals and marine cables , 1992 .
[6] E. Kebadze,et al. Non-Linear Bending Behaviour of Offshore Flexible Pipes , 1999 .
[7] R. Chandwani,et al. A theoretical approach to prediction of service life of unbonded flexible pipes under dynamic loading conditions , 1992 .
[8] Annette M. Harte,et al. THREE DIMENSIONAL ANALYTICAL SIMULATION OF FLEXIBLE PIPE WALL STRUCTURE , 1992 .
[9] Svein Sævik,et al. Fatigue testing and theoretical studies of two 4 in flexible pipes , 1995 .
[10] A Bech,et al. STRUCTURAL DAMPING IN DESIGN ANALYSIS OF FLEXIBLE RISERS , 1992 .
[11] C. L. Bournazel,et al. CALCULATION OF STRESSES AND SLIP IN STRUCTURAL LAYERS OF UNBONDED FLEXIBLE PIPES , 1987 .
[12] R. E. Hobbs,et al. The fatigue of structural wire strands , 1982 .