Dynamic loading history and collapse analysis of the pipe during deepwater S-lay operation

被引:29
|
作者
Xie, Peng [1 ]
Zhao, Yan [1 ]
Yue, Qianjin [2 ]
Palmer, Andrew C. [3 ]
机构
[1] Dalian Univ Technol, State Key Lab Struct Anal Ind Equipment, Dalian 116023, Peoples R China
[2] Dalian Univ Technol, Dept Ocean Sci & Technol, Panjin 12400, Peoples R China
[3] Natl Univ Singapore, Dept Civil & Environm Engn, Singapore 117576, Singapore
关键词
S-lay; Pipe; Finite element analysis; Loading history; Plastic deformation;
D O I
10.1016/j.marstruc.2014.11.003
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
In the deepwater S-lay operations depending on the required stinger radius and rollers configuration, relatively large plastic deformation is induced when the pipe passes over the stinger, under the combined loadings of bending, axial tension, roller reaction force and the pipelay vessel motion. The resulting plastic deformation does not vanish after the pipe leaves the stinger. It accumulates until the pipe reaches the seabed. The inherited residual deformation might reduce the collapse capacity of the pipe under the external pressure loading. The present paper investigates the dynamic loading history of the pipe during the S-lay operation based on a test-verified finite element model, and then calculates the residual plastic deformation of the pipe cross-section after the pipe reaches the seabed. Finally, the nonlinear collapse analysis is implemented based on the modified RIKS method to evaluate the capacity of the installation-induced deformed pipe. The results confirm that the deepwater S-lay operation will lead to obvious plastic deformation of the pipe, which decreases the pipe collapse capacity to some extent. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:183 / 192
页数:10
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