车辆-轨道系统动力极值预测及可靠度计算OA北大核心CSTPCDEI
Dynamic extrema prediction and reliability assessment of vehicle-track coupled system
为从车辆-轨道系统的动力极值预测及其可靠度计算角度分析车辆系统行车安全、衡量系统可靠程度,基于车辆-轨道耦合动力学及概率理论,提出一种车轨系统动力极值预测及可靠度评估方法.首先,基于轨道不平顺概率模型,采用轨道不平顺累计概率谱确定具有不同激振能量的随机不平顺序列;依据离散Parseval定理,建立轨道不平顺时域序列和功率谱间的对应关系;将轨道不平顺概率模型与车辆-轨道耦合动力学模型相结合,从随机动力计算中提取车辆-轨道的动力极值及可靠度信息;随后利用车辆-轨道耦合动力模型及二维插值算子,根据谱线能量关系实现动力极值预测;此外,基于此系统激励输入与响应输出间的概率等效性,导出了动力极值的可靠度计算式.以实测的轨道不平顺和车体加速度数据及4种类型不平顺在不同累计概率下的谱组合计算得出的轮轨横向力和钢轨垂向位移的计算结果为样本,与预测结果进行对比.研究结果表明:计算时程的分布趋势基本与实测时程一致,动力极值预测结果与实际的动力计算结果较为接近.由于轨道不平顺随机性的存在使得车辆-轨道系统的动力响应存在随机离散及方差特征,但通过轨道不平顺的幅频及能量特性预测车辆-轨道系统的动力极值的方法是较为可行的.
To analyze vehicle running safety and quantify system reliability from the viewpoint of the dynamic extreme prediction and reliability calculations for vehicle-track systems,based on vehicle-track coupled dynamics and probability theory,a method for predicting dynamic extreme responses and evaluating system reliability was proposed.First,a track irregularity probabilistic model was introduced to determine the random sequences of irregular samples with different excitation energies,in which the cumulative probability spectrum was treated as an indicator.Based on the discrete Parseval theorem,the relationship between time-domain track irregularities and their power spectral densities(PSDs)was established.By combining the track irregularity probabilistic model and vehicle-track coupled dynamics model,the dynamic extremes and reliability information of the vehicle-track system were extracted from the stochastic analysis.Subsequently,by using vehicle-track coupled dynamics analysis and a two-dimensional interpolation operator,the dynamic response extremum was predicted based on the energy relationship of the PSD curves.Additionally,based on the probabilistic equivalence between the excitation input and response output,the reliability formula of dynamic extreme responses was derived.The numerical results of lateral wheel-rail forces and vertical rail displacements obtained from the measured track irregularities and vehicle acceleration,subjected to the combination of four types of irregularities at different cumulative probabilities,were used as samples and compared to the predictions.The distribution of the predicted values is consistent with that of the measured values at high accuracy.Due to the randomness of track irregularities,the dynamic responses of the vehicle-track system exhibit discrete and variance characteristics,but the method of extremum prediction through the amplitude-frequency and energy characteristics of track irregularities is proven to be feasible.
徐磊;朱雪燕;金浩然;刘鹏飞;闫斌;余志武
中南大学 土木工程学院,湖南 长沙 410075||高速铁路建造技术国家工程研究中心,湖南 长沙 410075中南大学 土木工程学院,湖南 长沙 410075省部共建交通工程结构力学行为与系统安全国家重点实验室,湖南 长沙 410075高速铁路建造技术国家工程研究中心,湖南 长沙 410075
交通运输
车辆-轨道耦合动力学随机不平顺动力极值可靠度评估概率模型
vehicle-track coupled dynamicstrack random irregularitiesdynamic extremareliability assessmentprobabilistic model
《铁道科学与工程学报》 2024 (006)
2142-2150 / 9
省部共建交通工程结构力学行为与系统安全国家重点实验室开放课题(KF2022-09);河北省省级科技计划资助(215676145H);国家自然科学基金资助项目(52378468,52008404,U1934217);中国中铁重大专项(2020-Special-02,2021-Major-02,2021-Special-08);中南大学创新驱动计划项目(2023CXQD072);中国科学青年人才托举工程项目(2020-2022QNRC002);湖南省自然科学基金资助项目(2021JJ30850,2022JJ20070)
评论