Coupling Response Analysis of Deep-Water Pipeline Based on Rapid Regulation of Stinger Radius

Gang Ma, Jie Yang, Hongwei Wang, Zizhao Zhang
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Abstract

High strain/stress is easy to occur in the overbend section of S-lay pipelines which are supported by stinger, leading to excessive deformation and buckling failure of the pipelines. In order to ensure the safety of pipelines and evaluate the maximum laying capacity of the pipelay vessel in 1600 meter, this paper uses the curvature radius method to automatically adjust the four angles and roller positions of the articulated stinger fixed on the pipelay vessel, then analyzes the pipeline strain and effective tension in static configuration and finally calculates the timedomain coupling response by establishing a nonlinear contact model of the pipelay vessel, stinger and pipelines. The adjustment speed, which is based on the curvature radius method using Python to call OrcFxAPI, is efficient remarkably. The results show that the stinger radius and roller locations are the major influential factors on the pipeline strain and anchor positions affect the detachment point strain of pipelines on overbend section. The static and dynamic strains of the overbend section are less than 0.25% and 0.305% respectively, which meet the DNV specifications.
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基于推力杆半径快速调节的深水管道耦合响应分析
采用推力杆支撑的s层管道在过弯段容易产生高应变/应力,导致管道过度变形和屈曲破坏。为了保证管道的安全,评估管道容器在1600米的最大敷设能力,本文采用曲率半径法自动调整管道容器上铰接杆的四个角度和滚子位置,然后通过建立管道容器的非线性接触模型,对管道静态配置下的应变和有效张力进行分析,最后计算时域耦合响应。推力杆和管道。通过使用Python调用OrcFxAPI,基于曲率半径方法的调整速度非常高效。结果表明:推力杆半径和托辊位置是影响管道应变的主要因素,锚杆位置影响管道过弯段的支点应变。超弯段静应变和动应变分别小于0.25%和0.305%,满足DNV规范要求。
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