Effect of Axial Compression and Wet Collapse Loads on Torsional Response of Flexible Pipe

被引:8
作者
Zhu, Xiaohua [1 ]
Lei, Qinglong [1 ]
机构
[1] Southwest Petr Univ, Chengdu, Sichuan, Peoples R China
关键词
Flexible pipes; Combination loads; Torsional response; Axial compression; Wet collapse load; FINITE-ELEMENT MODEL; RISERS;
D O I
10.1007/s13369-019-04075-3
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Flexible pipes connect the two critical systems of the floating production platform and underwater production, which play an important role in the transportation of oil and gas as well as water injection. However, flexible pipes are often subjected to multiple loads that threaten their stability in the service process. In this study, a model of a flexible pipe containing practical cross section in all layers is established to study the effects of axial compression and wet collapse loads on clockwise and anticlockwise torsional responses. The results of calculation show that the axial compression and radial expansion of the flexible pipe are caused by the axial compression load, which reduces clockwise torsional stiffness. The wet collapse load induces the bending deformation of the flexible pipes in clockwise and anticlockwise torsion, where the bending deformation of clockwise torsion is significantly affected by the change in the Young's modulus of the tensile armor layers. This study shows that clockwise torsional stiffness is small and exhibits a trend of axial compression. Clockwise torsion has poor stability in combination with axial compression and wet collapse loads, respectively. Therefore, to prevent instability in flexible pipes, clockwise torsion load, or which coupled with axial compression and wet collapse load, should be avoided.
引用
收藏
页码:10397 / 10408
页数:12
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