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Design and Analysis of a Tension Leg Platforms Column for ArabianSea

机译:阿拉伯海张力腿平台柱的设计与分析

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Offshore structures such as boats, ships, oil rigs etc. are under continuous wave loading. These waves exert pressure on the structure which in turn produces stresses in them. These waves can strike structure from any direction and it is very difficult to calculate the pressure exerted by the waves analytically as the shape of the offshore structures is rather complex. The pressures and associated stresses and buckling caused by the striking waves are harmful to the structure, and may lead to their failure. Keeping in view the above scenarios, the column of an offshore oil platform was designed on the basis of hurricane’s history of Arabian Sea. The normal and worst sea environment conditions were kept in mind while designing the column and its subsequent analysis was made on the basis of stress and buckling in this study. After analyzing the structure, it is known that the offshore column design is safe for particular sea state. The factor of safety (fos) was 1.90 and 1.77 for the normal and worst conditions, respectively. The pressure was decreased with the increase in wave frequency, while increased with the increase in wave amplitude. Further, buckling modes of extraction were in the range of 1.23 to 1.59.
机译:诸如船,轮船,石油钻井平台等的海上结构处于连续波浪载荷下。这些波在结构上施加压力,进而在结构中产生应力。这些波浪可以从任何方向撞击结构,并且由于海上结构的形状相当复杂,因此很难通过分析来计算波浪所施加的压力。冲击波引起的压力,相关应力和屈曲对结构有害,并可能导致其失效。考虑到上述情况,海上石油平台的立柱是根据飓风阿拉伯海的历史而设计的。在设计色谱柱时,要牢记正常和最恶劣的海洋环境条件,并在此研究中根据应力和屈曲进行后续分析。在分析结构之后,众所周知,海上立柱设计对于特定海况是安全的。正常和最差条件下的安全系数(fos)分别为1.90和1.77。压力随着波频率的增加而降低,而随着波幅的增加而增加。此外,提取的屈曲模式在1.23至1.59的范围内。

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