基于自适应代理模型的桥梁风屏障参数多目标优化方法

MULTI-OBJECTIVE OPTIMIZATION METHOD FOR BRIDGE WIND BARRIER PARAMETERS BASED ON ADAPTIVE SURROGATE MODEL

  • 摘要: 结合车-桥-风屏障系统CFD模拟和自适应代理模型,提出了一种桥梁风屏障参数多目标优化方法。首先,建立了车-桥-风屏障系统二维CFD模型,获得了不同风屏障参数下列车和桥梁的气动力系数,并通过与风洞试验测试结果对比验证了数值模型的计算精度。其次,选取风屏障高度和透风率作为设计参数并获取候选样本点集,采用最优拉丁超立方试验设计方法选择优化参数的初始样本点集,以桥梁阻力系数和列车倾覆力矩系数最小为优化目标,通过自适应采样技术快速构建目标函数代理模型。最后,基于多目标灰狼优化算法,计算两个目标函数相应的Pareto最优解集,通过熵权TOPSIS综合评价方法对Pareto解集中的个体进行评分和排序,从中选择最优解并得到对应的风屏障参数。结果表明:风屏障高度对车、桥气动力均有较大影响,风屏障透风率对列车气动力影响更大,高度3.37 m、透风率0%的风屏障参数对于该桥梁和列车综合抗风效果最佳。本研究可为各类桥梁风屏障参数优化及相关研究提供参考。

     

    Abstract: A multi-objective optimization method for bridge wind barrier parameters is proposed by combining the CFD simulation of vehicle-bridge-wind barrier system and the adaptive surrogate model. Firstly, a two-dimensional CFD model of the vehicle-bridge-wind barrier system was established to obtain the aerodynamic coefficients of the train and bridge under different wind barrier parameters, and the calculation accuracy of the numerical model was verified by comparing with the wind tunnel test results. Secondly, the wind barrier height and air permeability were selected as design parameters and the candidate sample point set was obtained. The optimal Latin Hypercube experimental design method was used to select the initial sample point set of optimization parameters. By taking the minimization of bridge resistance coefficient and train overturning moment coefficient as the optimization objectives, the objective function surrogate model is quickly constructed by adaptive sampling technology. Finally, based on the multi-objective Grey Wolf optimization algorithm, the Pareto optimal solution sets of the two objective functions are calculated. The individuals in Pareto solution set are scored and ranked by entropy weight TOPSIS comprehensive evaluation method, from which the optimal solution is selected and the corresponding wind barrier parameters are obtained. The results show that the wind barrier height has a great influence on the aerodynamic force of the bridge, and the wind barrier permeability has a greater influence on the aerodynamic force of the train. The wind barrier parameter with the height of 3.37 m and the ventilation rate of 0% has the best wind resistance effect on the bridge and the train. This study can provide reference for the optimization of wind barrier parameters of various bridges and related research.

     

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