Multi-Level Structural Design Optimization of Offshore Platform Topsides Deck Truss

Zhongwei Li, Aimin Wang, O. Dasilva
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Abstract

Structural optimization was not prioritized in offshore structural design for various reasons. The environmental conditions have many uncertainties. The large-scale offshore structures have complicated systems and shapes. The design process is multidisciplinary. The structural design often only converges towards the end of the project thus very little adjustment will be possible. As a result, the objectives of structural optimization, reducing the cost and enhancing the performance by minimizing structural weight, are often not strong enough to motivate optimization in offshore structures design process. Despite all these factors, there were applications of structural optimization at local level and early design stage where the design space is relatively simple. In recent time, there are growing concerns about the cost and environmental impact of offshore structures. The optimization techniques in computer-aided engineering designs have been proven effective and robust by numerous applications in many industries. Under these circumstances, offshore structures are expected to implement more optimization process in the design. This paper presents a multi-level structural optimization approach in the topsides deck truss design of a floating offshore platform. First, in the concept study phase, fundamental design parameters including the numbers of decks and major truss rows are determined by parametric study. Next, the preliminary design uses topology optimization technique to find optimal material distribution under simplified load conditions and generate basic truss structure configurations. After the initial deck truss structural layout is set up, the individual member sizes are optimized based on Finite Element Analysis and code check results. Last, in the local deck joint detailed analysis, optimal shapes and sizes are selected for local reinforcement structures. The optimized offshore platform topsides deck truss structure demonstrates advantages of lower structural weight, lower manufacturing cost, higher performance, and quantifiable environmental benefits. The practical multi-level structural optimization approach presented in this study utilizes mathematical optimization algorithms, first principle design analysis, and design experiences. The design optimization approach has been effectively applied to the complex offshore platform deck truss system which takes a multi-year project to complete and often requires assumptions and approximated design data at early phase. The optimization approach can be applied to other marine and offshore systems like the floating offshore wind turbine concept development.
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海洋平台上部甲板桁架多级结构设计优化
由于种种原因,结构优化在海洋结构设计中没有得到优先考虑。环境条件有许多不确定因素。大型海上构造具有复杂的体系和形状。设计过程是多学科的。结构设计通常只在项目结束时收敛,因此几乎不可能进行调整。因此,结构优化的目标,即通过最小化结构重量来降低成本和提高性能,往往不足以激励海上结构设计过程中的优化。尽管存在这些因素,但结构优化在设计空间相对简单的局部和早期设计阶段仍有应用。近年来,人们越来越关注海上结构的成本和环境影响。计算机辅助工程设计中的优化技术已被许多行业的大量应用证明是有效和稳健的。在这种情况下,海上结构在设计中需要进行更多的优化处理。提出了海上浮式平台上部甲板桁架结构多级优化设计方法。首先,在概念研究阶段,通过参数化研究确定基本设计参数,包括甲板数和主要桁架行数。然后,利用拓扑优化技术进行初步设计,找到简化荷载条件下的最优材料分布,生成基本桁架结构构型。在初始甲板桁架结构布置确定后,根据有限元分析和验算结果对各构件尺寸进行优化。最后,在局部桥面缝详细分析中,选择了局部配筋结构的最佳形状和尺寸。优化后的海上平台甲板桁架结构具有结构重量轻、制造成本低、性能高、可量化的环境效益等优点。本研究提出实用的多层次结构优化方法,利用数学优化算法、第一性原理设计分析和设计经验。设计优化方法已有效地应用于复杂的海上平台甲板桁架系统,该系统需要多年的工程完成,并且在早期通常需要假设和近似的设计数据。该优化方法可以应用于其他海洋和海上系统,如浮式海上风力发电机的概念开发。
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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