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Long-term stochastic heave-induced dynamic buckling of a top-tensioned riser and its influence on the ultimate limit state reliability

机译:上拉式立管的长期随机升沉动力屈曲及其对极限状态可靠性的影响

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摘要

A top-tensioned riser is a slender pipe that conveys fluids between a floater and a subsea system. High top-tension keeps its straight configuration and helps to prevent compressive loads. Because of the floater's heave motion, the tension on the riser fluctuates giving rise to dynamic buckling. This paper examines the dynamic buckling characteristics of a top-tensioned riser analyzing the governing equation with nonlinear damping. The equation is discretized in space by the finite difference method and then is numerically integrated by the Runge-Kutta method. As main objective, an ultimate limit state function for risers is used to investigate its reliability during parametric excitation. While the short-term stationary Gaussian random motion of a floater can be described by a response spectrum, the uncertainties of a long-term response are considered by Monte Carlo simulation. In view of an applied example, it is found that the dynamic buckling would occur often, and although the probability of failure is acceptable, it can cause serious failure when axial excitation is of significance in harsher sea states. This study aims to contribute in clarifying the role of parametric vibrations (dynamic buckling) in the reliability of risers for ultimate limit state.
机译:顶部张紧的立管是一根细长的管道,可在浮子和海底系统之间输送流体。高顶张力保持其笔直的形状并有助于防止压缩载荷。由于浮子的起伏运动,立管上的张力会波动,从而引起动态屈曲。本文通过分析带有非线性阻尼的控制方程,研究了顶部张紧立管的动态屈曲特性。该方程通过有限差分法在空间上离散,然后通过Runge-Kutta方法进行数值积分。作为主要目标,使用立管的极限极限状态函数来研究其在参数激励期间的可靠性。虽然浮子的短期静止高斯随机运动可以通过响应谱来描述,但长期响应的不确定性可以通过蒙特卡洛模拟来考虑。鉴于一个应用实例,发现动态屈曲将经常发生,并且尽管失效的可能性是可以接受的,但是当轴向激励在更恶劣的海况下具有重要意义时,它可能导致严重的失效。这项研究旨在有助于阐明参数振动(动态屈曲)在立管极限极限状态下的可靠性中的作用。

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