首页|期刊导航|铁道科学与工程学报|横向振动条件下高铁梯形螺栓松动规律与结构优化设计

横向振动条件下高铁梯形螺栓松动规律与结构优化设计OA

Loosening behavior and structural optimization design of high-speed railway trapezoidal bolted joints under lateral vibration

中文摘要英文摘要

梯形螺栓连接是高铁动车组设备舱裙板、底板锁的核心紧固方式,在服役过程中长期承受剧烈振动载荷,易引发预紧力衰减甚至疲劳断裂,威胁高铁安全运行.本研究旨在揭示横向振动条件下梯形螺栓连接的松动机理与临界条件,并基于此开展结构优化设计,提升其防松性能与服役可靠性.首先采用结构化六面体网格划分螺纹牙,建立高铁梯形螺栓连接的高精度有限元模型,并通过敏感性分析验证了网格密度的合理性.施加不同振幅的横向振动载荷,研究横向振动条件下梯形螺栓连接的松动规律与临界条件,揭示松动过程中螺纹面接触状态与接触应力的演化规律,进一步采用深度神经网络代理模型建立端面倾角、被压件厚度与预紧力衰减率之间的非线性映射关系,结合贝叶斯优化算法,以预紧力衰减率最小为目标对端面倾角和被压件厚度进行结构参数优化,对比支持向量回归、随机森林回归和高斯过程回归代理模型的预测精度,验证了深度神经网络模型的优越性.研究结果表明,存在临界横向振幅,当实际振幅小于临界值时,应力重分布导致预紧力衰减;当实际振幅大于临界振幅时,内外螺纹旋转松动导致预紧力持续衰减.优化后的梯形螺栓连接结构在振幅0.2 mm的振动作用下,预紧力衰减量降低14.73%,螺纹面滑移量减少78%,显著提升了梯形螺栓在横向振动条件下的防松性能.提出的深度神经网络代理模型与贝叶斯优化相结合的方法,可实现结构参数的高效寻优,显著提升连接副的抗振性能,优化方案无需附加防松部件,符合高铁轻量化与高可靠性的工程需求,可为高铁裙板锁等关键螺栓连接件的防松设计与装配提供重要支撑.

Trapezoidal bolted joints serve as the primary fastening method for the skirt and bottom plate locks of high-speed train equipment compartments.During service,these joints are subjected to severe vibrational loads,which can lead to preload attenuation and even fatigue fracture,threatening safety.This study aimed to elucidate the loosening mechanism and identify critical conditions under transverse vibration,and conduct structural optimization for enhanced anti-loosening performance and reliability.A high-fidelity finite element model was developed using structured hexahedral meshing for the thread teeth,with mesh sensitivity analysis conducted to ensure convergence.Transverse vibrational loads of varying amplitudes were applied to investigate the loosening behavior and identify critical thresholds,revealing the evolution of contact state and contact stress on the threaded surfaces.A deep neural network(DNN)surrogate model was employed to capture the nonlinear relationship between the bearing surface inclination,clamped component thickness,and preload attenuation rate.Bayesian optimization was subsequently applied to minimize preload attenuation through structural parameter tuning.The DNN model demonstrated superior predictive accuracy compared to surrogate models based on support vector regression,random forest regression,and Gaussian process regression.Results indicate the existence of a critical transverse vibration amplitude.Below this value,the preload attenuation is caused by stress redistribution.Above it,the rotational loosening between internal and external threads can result in progressive preload loss.The optimized joint configuration can reduce preload attenuation by 14.73%and thread surface slip by 78%under 0.2 mm amplitude vibration,significantly improving anti-loosening performance.The integration of the deep neural network surrogate model with Bayesian optimization enables efficient structural parameter identification,substantially enhancing the joint's vibration resistance without additional anti-loosening components.This approach aligns with the lightweight and high-reliability requirements of high-speed rail applications.The results can provide valuable insights for the anti-loosening design and assembly of critical bolted connections such as train skirt locks.

王清华;朱志鹏;巩浩;刘检华;敖晓辉;李鹏

北京理工大学 机械与车辆学院,北京 100081北京理工大学 机械与车辆学院,北京 100081北京理工大学 机械与车辆学院,北京 100081||北京理工大学 唐山研究院,河北 唐山 063015||河北省智能装配与检测技术重点实验室,河北 唐山 063015北京理工大学 机械与车辆学院,北京 100081||北京理工大学 唐山研究院,河北 唐山 063015||河北省智能装配与检测技术重点实验室,河北 唐山 063015北京理工大学 机械与车辆学院,北京 100081||北京理工大学 唐山研究院,河北 唐山 063015||河北省智能装配与检测技术重点实验室,河北 唐山 063015中车唐山机车车辆有限公司,河北 唐山 063035

交通工程

高铁梯形螺纹横向振动松动结构优化

high-speed railwaytrapezoidal threadlateral vibrationlooseningstructural optimization

《铁道科学与工程学报》 2026 (7)

3073-3086,14

河北省自然科学基金重点项目(E2023105059)国家自然科学基金"叶企孙"科学基金资助项目(U2341274)

10.19713/j.cnki.43-1423/u.T20251356

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