Flexible Riser Top Connection Analysis With I-Tube Interface and Bending Hysteresis Effect

Yangye He, Hailong Lu, M. Vaz, M. Caire
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引用次数: 2

Abstract

The flexible riser top connection to the floating production platform is a critical region for fatigue lifetime (re)assessment. The interface with the I-tube and its curved sleeve combined with the gap between the riser and bend stiffener may lead to different curvature distribution when compared to the traditional modeling approach that considers the bend stiffener attached to the pipe. For a more accurate top connection assessment, the flexible riser bending hysteresis can also be directly incorporated in the global dynamic analysis helping to reduce curvature amplitude and lifetime prediction conservatism. This work investigates a 7” flexible riser-bend stiffener top connection with I-tube interface by performing irregular wave global dynamic analyses with the OrcaFlex package and considering a nonlinear bending moment vs curvature riser behavior obtained from a detailed cross sectional model developed in Abaqus. OrcaFlex curvature distribution results are also compared with a quasi-static finite element model that uses an elasto-plastic formulation with kinematic hardening to represent riser hysteresis through an equivalent beam model. A good curvature distribution correlation is observed for both top connection models (OrcaFlex x Abaqus) in the bend stiffener area with reduced amplitudes when riser bending hysteresis is considered.
考虑i型管界面和弯曲迟滞效应的柔性立管顶部连接分析
柔性立管顶部与浮式生产平台的连接是疲劳寿命评估的关键区域。与考虑管道上附加的弯曲加强筋的传统建模方法相比,i型管及其弯曲套筒的界面以及立管与弯曲加强筋之间的间隙可能导致曲率分布不同。为了更准确地评估顶接,还可以将柔性隔水管弯曲迟滞直接纳入全局动态分析,有助于降低曲率幅度和寿命预测的保守性。本研究通过使用OrcaFlex软件包进行不规则波全局动态分析,并考虑了从Abaqus开发的详细截面模型中获得的非线性弯矩与曲率立管行为,研究了带有i型管界面的7英寸柔性立管-弯曲加强筋顶连接。OrcaFlex曲率分布结果还与准静态有限元模型进行了比较,该模型使用带运动硬化的弹塑性公式通过等效梁模型表示隔管滞后。考虑隔水管弯曲滞后时,两种顶部连接模型(OrcaFlex x Abaqus)在弯曲加强器区域的曲率分布具有良好的相关性,且振幅减小。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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