应用贝叶斯优化法预测横流涡流诱导振动时域模型中的参数

IF 4 2区 工程技术 Q1 ENGINEERING, CIVIL
Martin Lieberkind Andersen , Svein Sævik , Jie Wu , Bernt Johan Leira , Helge Langseth
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引用次数: 0

摘要

随着全球对海上能源采集需求的增加,对细长结构(如海洋立管和电力电缆)的需求也将增加。深水应用中的主要载荷将主要由水流-结构相互作用引起,众所周知,涡流诱导振动(VIV)是设计过程中正确处理的一种具有挑战性的响应类型。半经验时域模型有望用于 VIV 预测,但与水动力载荷模型和经验参数的简化有关的不确定性导致设计过于保守,因为参数是在相对较低的雷诺数范围内通过模型试验估算出来的。本文旨在介绍一种直接从测试数据估算经验流体力学参数的有效工具。为了说明该方法,我们从雷诺数在 40,000-120,000 范围内的稳定流中的纯横流 VIV 模型试验中估算了流体动力学参数。使用贝叶斯优化框架依次更新参数,目的是最小化包含时域 VIV 模拟和模型试验数据之间响应误差的目标函数。结果表明,可以同时获得三个经验参数,从而获得较小的响应误差,但最优参数对流速变化过于敏感。最佳参数被用于重建与横流 VIV 相关的阻力放大,并用于强迫运动模拟,以说明负载模型中的参数将如何根据附加质量和激励系数映射到传统公式中。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Applying Bayesian optimization to predict parameters in a time-domain model for cross-flow vortex-induced vibrations

As the demand for harvesting offshore energy increases worldwide, the need for slender structures, such as marine risers and power cables, will increase. The dominating loads for deep water applications will primarily be caused by current-structure interactions, where vortex-induced vibrations (VIV) are known to be a challenging response type to handle correctly during design. Semi-empirical time-domain models are promising for VIV prediction, but uncertainties related to simplifications in the hydrodynamic load model and empirical parameters lead to over-conservative designs, where the parameters are estimated from model tests within a relatively low Reynolds number range. The aim of this paper is to present an efficient tool to estimate empirical hydrodynamic parameters directly from test data. To illustrate the method, the hydrodynamic parameters were estimated from pure cross-flow VIV model tests in a steady current with Reynolds numbers in the range of 40,000-120,000. The parameters were updated sequentially by using a Bayesian optimization framework, with the aim of minimizing an objective function that incorporates the response errors between time-domain VIV simulations and model test data. It is shown that three empirical parameters can be obtained simultaneously, resulting in small response errors but the optimal parameters were overly sensitive to variations in the flow velocity. The optimal parameters were used to reconstruct the drag amplification related to cross-flow VIV and in forced motion simulations to illustrate how the parameters in the load model would map into the traditional formulation in terms of the added mass and excitation coefficient.

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来源期刊
Marine Structures
Marine Structures 工程技术-工程:海洋
CiteScore
8.70
自引率
7.70%
发文量
157
审稿时长
6.4 months
期刊介绍: This journal aims to provide a medium for presentation and discussion of the latest developments in research, design, fabrication and in-service experience relating to marine structures, i.e., all structures of steel, concrete, light alloy or composite construction having an interface with the sea, including ships, fixed and mobile offshore platforms, submarine and submersibles, pipelines, subsea systems for shallow and deep ocean operations and coastal structures such as piers.
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