Study on the Variations of Corner and Load on Bottom Ball Joint of Deep-Water Drilling Riser

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Abstract:

As the offshore drilling expands to deep water, the influences of bottom ball joint corner and lateral force on drilling security become increasingly significant. During the force analysis, the environmental factors (e.g. wind, sea-flow force, sea ice, etc.) are usually taken into account. Besides, the engineering factors considered in research are top tension ratio and drilling vessel drift. In this paper, a finite element model is established by ANSYS to imitate the force condition of marine riser, so as to analyze the influence laws of top tension ratio and drilling vessel drift rate on marine riser stability (i.e. the corner and lateral force on bottom ball joint ) in Beaufort force scale 3 and 8 windy conditions. The results show that the lateral force increases with the drilling vessel drift rate and top tension ratio accordingly by linear mode. For the same tension increasing extent, the greater the drilling vessel drifts, the more increasing range the lateral force appears. The corner on bottom ball joint has a linear relation with the drilling vessel drift rate similarly. However, the corner on the bottom ball joint demonstrates a non-linear decreasing method as “fast followed by slow” due to the increasing top tension ratio. The research plays a role in the security assurance of sub-sea wellhead in deep-water drilling operation.

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547-550

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May 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Zhang Xiaodong,Wang Haijuan.Progress and outlook of deepwater drilling technologies.Natural Gas Industry.2010,30 (9):46.

Google Scholar

[2] Fang Huacan.Drilling equipment and structure of offshore oil [M].Beijing:Petroleum Industry Press,1990:55.

Google Scholar

[3] Yan Wei,Tang Haixiong,Liu Zhengli,et al.The determination of riser critical condition in shallow water.Deep Rock Mechanics Conference, Beijing, 2009:266-268.

Google Scholar