Experimental investigation of vortex-induced vibration of long marine risers

被引:651
作者
Trim, AD
Braaten, H
Lie, H
Tognarelli, MA
机构
[1] BP Explorat Co Ltd, Sunbury On Thames TW16 7LN, Middx, England
[2] Marintek Dept Offshore Struct, NO-7450 Trondheim, Norway
[3] ExxonMobil Upstream Res Co, Houston, TX 77252 USA
关键词
D O I
10.1016/j.jfluidstructs.2005.07.014
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
There is considerable disparity between predictions of marine riser vortex-induced vibration (VIV) fatigue damage, and often the agreement between Computer models and observed VIV-related damage is inaccurate by orders of magnitude. Resulting problems for deepwater riser design are the need for large safety factors on fatigue damage predictions and the use of expensive vortex-suppression devices (e.g. helical strakes). Understanding is especially limited for long risers, which may be excited in multiple and higher modes. Norwegian Deepwater programme (NDP)-a group of oilfield licensees in Norway-has commissioned experiments oil riser models over a range of scales and current conditions in order to improve the ability to predict VIV. Recently, testing of a model with an LID (length-to-diameter ratio) of 1400 was conducted at Marintek's Ocean Basin in Trondheim. The riser was tested without VIV suppression and with various strake arrangements. Testing was performed oil an innovative test rig that Could simulate uniform and linearly sheared currents, with a composite fibre model that featured a dense array of high-quality instrumentation. In-line and cross-flow responses were considered important with respect to Fatigue. Indeed, this study reinforces recently published results that in-line fatigue damage is as severe as cross-flow fatigue damage. However, industry analysis approaches generally ignore in-line damage due to VIV. The findings also indicate that the response character of a bare riser can be quite distinct from that of a riser partially Or fully covered with helical strakes. In addition, while helical strakes of different types call be effective in mitigating VIV fatigue of long risers, their performance is dependent on their geometry. Finally, the results suggest that a key consideration in VIV fatigue design is the length of suppression coverage and the nature of the flow to which the bare section of the riser is exposed. (c) (c) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码:335 / 361
页数:27
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