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Optimization analysis of the riser top tension force in deepwater drilling: Aiming at the minimum variance of lower flexible joint deflection angle

机译:深水钻井中冒口顶部拉力的优化分析:针对下柔性接头挠度角的最小变化

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This paper presents an analysis approach optimizing the top tension force of deepwater drilling riser when the variance of the lower flexible joint deflection angle to the minimum value. The riser is modeled as an Euler-Bernoulli beam subjected to non-uniform axial force and transverse random force. In this paper, the riser transverse vibration behavior is described by transfer matrix method and spectrum analysis, and the distribution inertial force is calculated by the cubic Hermite interpolation polynomial. Finally, the variance of lower flexible joint deflection angle is given, and the minimum variance and the optimal top tension are figured out accordingly. Based on this, the influences of water depth, floating vessel top displacement, riser wall thickness and structure damping coefficient on the optimal top tension are discussed. Analysis results show that, for a given status, there is an optimal top tension making the deflection angle variance be minimum, and the optimal top tension increase with water depth, floating vessel top displacement and riser wall thickness. While the minimum value of the variance increase with water depth and the floating vessel top displacement, and decrease with riser wall thickness. However, the structure damping coefficient has almost no influence on the optimal top tension. (C) 2016 Elsevier B.V. All rights reserved.
机译:本文提出了一种在下部挠性接头偏斜角变化到最小值时优化深水钻探立管顶部张力的分析方法。立管建模为承受非均匀轴向力和横向随机力的欧拉-伯努利梁。本文采用传递矩阵法和谱分析法对立管横向振动行为进行了描述,并利用三次Hermite插值多项式计算了分布惯性力。最后,给出了挠性接头挠曲角较小的方差,并据此求出了最小方差和最佳顶部张力。在此基础上,讨论了水深,浮船顶部位移,立管壁厚和结构阻尼系数对最佳顶部张力的影响。分析结果表明,在给定状态下,存在一个最佳的顶部张力,使偏转角的变化最小,并且最佳的顶部张力随水深,浮船顶部位移和立管壁厚的增加而增加。而方差的最小值随水深和浮船顶部位移而增加,而随立管壁厚而减小。但是,结构阻尼系数几乎对最佳顶部张力没有影响。 (C)2016 Elsevier B.V.保留所有权利。

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