机器学习辅助复杂结构中重复设计特征的初步设计方法

Omar A.I. Azeem, L. Iannucci
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引用次数: 0

摘要

目前在复杂结构的初步设计阶段使用的工业实践包括使用多保真度子模型模拟来预测几何和结构设计特征周围的破坏行为,例如螺栓,圆角和层滴。首先运行一个不包含设计特征的简化全局模型,然后将得到的位移场转移到包含感兴趣的设计特征的多个局部模型中。这些高保真局部特征模型的创建高度依赖于专家,并且它们的后续仿真非常耗时。由于这些设计特征在复杂结构中通常是重复的,所以这些问题会更加复杂。这将导致较长的设计和开发周期。将机器学习应用于该框架有可能获取结构设计师的建模知识,并快速提出改进的设计特征参数,从而解决当前的挑战。在这项工作中,我们为机器学习辅助的初步设计工作流提供了概念证明,参见图1,其中特定于功能的代理模型可以离线训练,并用于更快、更简单的设计迭代。关键的挑战是最大限度地提高故障度量的预测精度,同时管理在最小训练数据集大小中表示设计特征仿真参数所需的高维。本文采用改进的拉丁超立方体采样方案来改进复合材料实验设计;一种减少节点自由度的双线性等效功均质方案;一种基于非局部体积平均应力的目标特征减少方法;以及堆叠双向LSTM神经网络模型的线性叠加。该方法在预测航空航天c梁结构中开孔复合材料层合板应力的案例研究中得到了验证。结果表明,该方法具有较高的准确率(>90%)和节省时间(>15倍)。这种方法可用于更快地纠正和迭代任何大型或复杂结构的初步设计,其中存在重复的局部设计特征,可能导致失败,例如f1或风力涡轮机。与百亿亿次计算相结合,这种方法也可以应用于数字孪生的预测虚拟测试。
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A machine learning assisted preliminary design methodology for repetitive design features in complex structures
The current industrial practice used at the preliminary design stage of complex structures involves the use of multifidelity submodelling simulations to predict failure behaviour around geometric and structural design features of interest, such as bolts, fillets, and ply drops. A simplified global model without the design features is first run and the resulting displacement fields are transferred to multiple local models containing the design features of interest. The creation of these high-fidelity local feature models is highly expert dependent, and their subsequent simulation is highly time-consuming. These issues compound as these design features are typically repetitive in complex structures. This leads to long design and development cycles. Application of machine learning to this framework has the potential to capture a structural designer’s modelling knowledge and quickly suggest improved design feature parameters, thereby addressing the current challenges. In this work, we provide a proof of concept for a machine learning assisted preliminary design workflow, see Figure 1, whereby feature-specific surrogate models may be trained offline and used for faster and simpler design iterations. The key challenge is to maximise the prediction accuracy of failure metrics whilst managing the high dimensions required to represent design feature simulation parameters in a minimum training dataset size. These challenges are addressed using: a modified Latin Hypercube Sampling scheme adjusted to improve design of experiment in composite materials; a bi-linear work-equivalent homogenisation scheme to reduce the number of nodal degrees of freedom; a non-local volume-averaged stress-based approach to reduce the number of target features; and linear superposition of stacked bi-directional LSTM neural network models. This methodology is demonstrated in a case study of predicting the stresses of open hole composite laminates in an aerospace C-spar structure. Results highlight the high accuracy (>90%) and time saving benefit (>15x) of this new approach. This methodology may be used to faster correct and iterate the preliminary design of any large or complex structure where there are repetitive localised design features that may contribute to failure, such as in Formula 1 or wind turbines. Combined with exascale computing this methodology may also be applied for predictive virtual testing of digital twins.
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