刚度相似自升式起重机的模型试验,第 3 部分:过渡条件和不确定性分析

IF 4 2区 工程技术 Q1 ENGINEERING, CIVIL
C. Zhang, S. Zhang, C.K. Yeo, H.J. Soo, Y.Z. Law, M. Yu, W.K. Chen, M. Cai, B.V.E. How, H. Santo, A.R. Magee, M. Si
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引用次数: 0

摘要

本系列论文的第 3 部分介绍了自升式船模型试验的设计和过境条件下的部分结果。作为系列论文摘要的一部分,还对整个自升式模型试验进行了不确定性分析。模拟的操作场景包括自升式模型的支腿伸出船体以及支腿部分浸入水中。软系泊装置用于为自升式模型提供水平约束。在整个测试过程中,使用了无共线均匀海流和有共线均匀海流的长波峰,海流的作用是模拟海上保持和湿拖曳条件。观察发现,部分支腿浸入水中的自升式钻井平台在浪涌和俯仰方面的运动有所减少,这表明可以获得额外的阻尼,但代价是增加了拖曳阻力。此外,还比较了支腿与船体连接处的弯矩以及右舷支腿上的剪切力。对整个自升式模型试验进行了不确定性分析,以量化结果的误差和置信度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Model tests of a stiffness-similar jack-up, Part 3: Transit condition and uncertainty analysis

This Part 3 of the paper series on jack-up model tests describes the model test design and selected results for transit conditions. As part of the summary for the paper series, uncertainty analysis for the entire jack-up model tests was also conducted and presented. Operating scenarios were simulated, covering jack-up model with legs extended above the hull as well as legs partially submerged into the water. Soft moorings were used to provide horizontal restraint onto the jack-up model. Long-crested waves without and with co-linear uniform current were used throughout the tests, with current meant to simulate sea-keeping and wet towing conditions. Reduced motions in surge and pitch were observed for the jack-up with legs partially submerged into the water, demonstrating additional damping to be gained, but at the expense of increased towing drag forces. Additional measurements in terms of bending moment at the leg-to-hull connection as well as shear forces on the starboard leg were also compared. Uncertainty analysis was conducted for the entire jack-up model test to quantify the errors and confidence level of the presented results.

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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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