应力和疲劳分析下的铁路转向架构架系统多目标优化设计

C. Lee, Chien-Kuan Liu, Y. Cheng
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引用次数: 0

摘要

这项工作的重点是应用一种新颖的综合多目标优化方法,以提高铁路转向架构架系统在静载荷和疲劳试验下的强度。使用 ANSYS/Workbench 软件进行了有限元建模,并通过 EN 13749 和 EN 15663 测试的常规模拟计算了转向架构架的 von Mises 应力和疲劳安全系数。采用统一设计方法后,疲劳安全系数从 1.924 提高到 2.586,使转向架构架的疲劳安全系数提高了 34.41%。此外,von Mises 应力从 56.96 兆帕减小到 42.91 兆帕,与原始设计相比提高了 24.66%。实施多目标优化设计流程后,疲劳安全系数从 1.924 进一步提高到 2.742,使转向架构架的疲劳安全系数提高了 42.51%。同时,冯米塞斯应力从 56.96 兆帕降至 40.48 兆帕,提高了 28.92%。
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Multi-objective optimal design for the railway bogie frame system under stress and fatigue analysis
This work focuses on applying a novel and integrated multi-objective optimization approach to enhance the strength of the railway bogie frame system under both static loads and fatigue tests. The finite element modelling is conducted using ANSYS/Workbench software, and the von Mises stress and fatigue safety factor of the bogie frame are computed through conventional simulations for EN 13749 and EN 15663 testing. After employing the uniform design method, the fatigue safety factor is increased from 1.924 to 2.586, resulting in a 34.41% improvement rate for the bogie frame. Additionally, the von Mises stress is reduced from 56.96 MPa to 42.91 MPa, reflecting a 24.66% improvement rate compared to the original design. Following the implementation of the multi-objective optimum design process, the fatigue safety factor further improves from 1.924 to 2.742, resulting in a 42.51% enhancement for the bogie frame. Simultaneously, the von Mises stress decreases from 56.96 MPa to 40.48 MPa, yielding an improvement rate of 28.92%.
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