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MULTI-OBJECTIVE OPTIMIZATION DESIGN OF FLEXIBLE RISERS BASED ON BI-SCALE RESPONSE SURFACE MODELS

机译:基于双尺度响应表面模型的柔性冒口多目标优化设计

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An optimized flexible riser design not only requests that the stress of local cross-section shouldn't exceed the allowable strength, but also can be compliant with the floater to improve the fatigue life. It should be particularly pointed out that the flexible riser is a typical multi-scale system, which consists of the local cross-sectional scale and the global configuration scale, which differentiates each other a lot from their geometrical scales. A bi-scale response surface model is established to perform the optimized design of flexible risers by considering the parameters of local cross-sections and global configurations simultaneously. The response surface model can be an effective surrogate model to integrate the local and global responses into one loop so that the computational efficiency can be increased significantly. In the bi-scale response model, design variables of a flexible riser are extracted and defined at both the local sectional scale and global configuration scale. Sensitivity analyses of the two objectives, ultimate tension and bending strength on the design variables are then deduced to establish the bi-scale optimization framework through the response surface methodology. Finally, the optimization framework is implemented on a flexible riser with lazy-wave configuration which is considered as a case study. The properties of the optimized flexible risers are compared with those without the optimization. It is found that the ultimate load bearing capacity and fatigue life of the optimized flexible riser are improved significantly. Moreover, the feasibility and effectiveness of the bi-scale optimization strategy are verified through numerical simulations, which indicates that the bi-scale response surface optimization methodology provides a new thought and approach to explore the design potential of flexible risers.
机译:优化的柔性立管设计不仅要求局部横截面的应力不应超过允许的强度,而且还可以与浮子相适应以提高疲劳寿命。特别要指出的是,柔性立管是一种典型的多尺度系统,它由局部横截面尺度和整体构型尺度组成,这与它们的几何尺度相差很大。建立双尺度响应面模型,通过同时考虑局部横截面和全局配置的参数来执行柔性立管的优化设计。响应面模型可以是将局部和全局响应集成到一个循环中的有效替代模型,从而可以显着提高计算效率。在双尺度响应模型中,柔性立管的设计变量被提取并定义为局部截面尺度和整体构造尺度。然后,通过响应面方法推导设计变量的极限拉伸和弯曲强度这两个目标的敏感性分析,以建立双尺度优化框架。最后,优化框架是在具有延迟波配置的柔性立管上实现的,该案例被视为案例研究。将经过优化的柔性立管的性能与未经优化的柔性立管的性能进行比较。发现优化的柔性立管的极限承载能力和疲劳寿命得到了显着改善。此外,通过数值模拟验证了双尺度优化策略的可行性和有效性,这表明双尺度响应面优化方法为探索柔性立管的设计潜力提供了新的思路和方法。

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