Bending behavior modeling of unbonded flexible pipes considering tangential compliance of interlayer contact interfaces and shear deformations

被引:17
|
作者
Dong, Leilei [1 ]
Huang, Yi [1 ]
Dong, Guohai [2 ]
Zhang, Qi [1 ]
Liu, Gang [1 ]
机构
[1] Dalian Univ Technol, Sch Naval Architecture, Dalian, Peoples R China
[2] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian, Peoples R China
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
Unbonded flexible pipe; Bending behavior; Tangential compliance; Shear deformation; STRUCTURAL BEHAVIOR; STRESSES; SLIP; LAYERS;
D O I
10.1016/j.marstruc.2015.03.007
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Rigorous analytical formulations are given to describe the gross slip initiation and progression in tensile armor layers of unbonded flexible pipes. Then two mechanisms are thought to contribute to the decrease of layer stiffness before gross slip begins. The first one considers the micro-slip occurred at the interlayer contact interfaces. The relative displacement between an armor wire and the underlying layer is determined according to the theory of contact mechanics. Shear deformations of the supporting plastic layer are taken into account in the other mechanism where plane sections no longer remain plane. The results of bending moment-curvature relationship from the presented models are compared with the available test data and good correlations are found. The shear model is seen to describe the slip transition better than other models do. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:154 / 174
页数:21
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