Numerical Stability Analysis of an Underwater Spherical Oil Storage Tank

Q3 Engineering
V. A. Zemlyanovskiy, S. Popov, S. Chernyshov
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Abstract

The most important and promising direction in the Russian oil and gas industry is the development of the Arctic shelf, the largest in the world. Today, in the case of the development of oil and gas deposits remote from the coast, the use of underwater pipelines is not only unprofitable, but also technically unfeasible due to the short summer navigation. A problem arises when mastering the delivery of energy carriers to the industrial regions of Russia, as well as for export. One of the ways to solve this problem is the use of underwater reservoirs as a means of temporary accumulation of the product. During the operation of underwater oil storage facilities, situations may arise that lead to dome deformation. To prevent such negative consequences, a reliable prediction of the stress-strain state is required. In this paper, the authors considered the modeling of the stress-strain state of the welded joint of the wall-to-bottom of the tank, as well as the zone of monolithic steel dome of the body in concrete. The depth of 100 m for the installation of an underwater storage was chosen due to the presence of hummocks in the seas of the Russian Arctic, which can affect the seabed to a depth of 15–40 m, as well as icebergs — up to 80 m. The authors developed a numerical axisymmetric finite element model of an underwater storage section, which allows to determine the stress distribution in the domed part of the tank, as well as in the foundation, in accordance with all the features of the underwater tank. The calculations showed that for the considered operating conditions of the deposits, the use of sheets of high-strength steel D690W with a thickness of 50 mm is not enough to ensure the stability of the structure, since stresses arise in the weld that exceed the yield strength of the selected steel. Therefore, it is required either to reduce the immersion depth of the storage, or to provide for a greater thickness of the domed part of the body with the use of ribs that increase the rigidity and stability of the structure.
水下球形储油罐的数值稳定性分析
俄罗斯石油和天然气行业最重要和最有前景的方向是开发世界上最大的北极大陆架。如今,在开发远离海岸的石油和天然气矿床的情况下,由于夏季航行时间短,使用水下管道不仅无利可图,而且在技术上也不可行。在掌握向俄罗斯工业区以及出口的能源运输工具时会出现问题。解决这个问题的方法之一是使用水下水库作为产品的临时积累手段。在水下储油设施的运行过程中,可能会出现导致圆顶变形的情况。为了防止这种负面后果,需要对应力-应变状态进行可靠的预测。在本文中,作者考虑了罐壁与罐底焊接接头的应力-应变状态的建模,以及混凝土中整体钢圆顶的区域。之所以选择100米的深度安装水下储存装置,是因为俄罗斯北极海域存在小丘,这些小丘可以影响15–40米深的海床,也可以影响80米深的冰山。作者开发了一个水下储存段的数值轴对称有限元模型,这允许根据水下储罐的所有特征来确定储罐圆顶部分以及基础中的应力分布。计算表明,对于所考虑的沉积物的操作条件,使用厚度为50mm的D690W高强度钢片不足以确保结构的稳定性,因为焊缝中产生的应力超过了所选钢的屈服强度。因此,需要减小存储器的浸入深度,或者通过使用增加结构的刚度和稳定性的肋来提供主体的圆顶部分的更大厚度。
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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来源期刊
Bezopasnost'' Truda v Promyshlennosti
Bezopasnost'' Truda v Promyshlennosti Environmental Science-Environmental Science (miscellaneous)
CiteScore
1.00
自引率
0.00%
发文量
110
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