Offshore triceratops with elliptical legs under postulated failure of tethers

IF 3 3区 工程技术 Q2 ENGINEERING, CIVIL
Chandrasekaran Srinivasan, Ganta Shanmukha Rao
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引用次数: 0

Abstract

Offshore Triceratops are classified as form-dominant structures possessing the novelty of counteracting the lateral loads with material strength and geometric form. The deck is supported by the buoyant legs, which are positioned on the seabed using taut-moored tethers. Ball joints connect the legs with the deck and help partially isolate the deck to remain horizontal under waves and wind. While offshore structures commonly have tubular legs, the current study investigates Triceratops with elliptical legs under the postulated failure of tethers. Detailed dynamic analysis under postulated failure conditions is carried out using ANSYS AQWA, while the LIBRIUM analysis is used to obtain the equilibrium position of the platform under intact and postulated failure conditions. Results show that under postulated failure conditions, the peaks of the power spectral density function of the pitch response are seen closer to its natural frequency and the input wave frequency. Ball joints restrain this rotation from transferring to the deck, conforming to one of the advantages of its existence. The fatigue life of tethers calculated for different load cases under intact and postulated failure conditions helps understand the stability conditions of the platform.
具有椭圆腿的近海三角龙,假设系索失效
近海三角龙被归类为形式主导结构,具有以材料强度和几何形状抵消横向载荷的新颖性。甲板由浮力腿支撑,这些腿使用系泊系绳固定在海床上。球接头将支腿与甲板连接起来,帮助部分隔离甲板,使其在波浪和风的作用下保持水平。虽然海上结构通常有管状腿,但目前的研究调查了三角龙的椭圆腿,假设系绳失效。采用ANSYS AQWA软件对平台进行了假设失效条件下的详细动力分析,采用LIBRIUM软件对平台进行了完整失效和假设失效条件下的平衡位置分析。结果表明,在假定的失效条件下,俯仰响应的功率谱密度函数的峰值更接近其固有频率和输入波频率。球接头抑制这种旋转传递到甲板,符合其存在的优点之一。通过计算不同载荷情况下锚索的疲劳寿命,了解平台的稳定状况。
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来源期刊
CiteScore
5.30
自引率
38.90%
发文量
291
审稿时长
4 months
期刊介绍: The aim of this journal is to provide a unique forum for the publication and rapid dissemination of original research on stability and dynamics of structures. Papers that deal with conventional land-based structures, aerospace structures, marine structures, as well as biostructures and micro- and nano-structures are considered. Papers devoted to all aspects of structural stability and dynamics (both transient and vibration response), ranging from mathematical formulations, novel methods of solutions, to experimental investigations and practical applications in civil, mechanical, aerospace, marine, bio- and nano-engineering will be published. The important subjects of structural stability and structural dynamics are placed together in this journal because they share somewhat fundamental elements. In recognition of the considerable research interests and recent proliferation of papers in these subjects, it is hoped that the journal may help bring together papers focused on related subjects, including the state-of-the-art surveys, so as to provide a more effective medium for disseminating the latest developments to researchers and engineers. This journal features a section for technical notes that allows researchers to publish their initial findings or new ideas more speedily. Discussions of papers and concepts will also be published so that researchers can have a vibrant and timely communication with others.
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