R. Zhang, Guoshou Liu, S. Wang, Chen-guang Yang, Cheng Li
{"title":"Stress analysis and Life Prediction of WJ-7 railway Elastic Strip under Fatigue Load","authors":"R. Zhang, Guoshou Liu, S. Wang, Chen-guang Yang, Cheng Li","doi":"10.1109/ISTTCA53489.2021.9654636","DOIUrl":null,"url":null,"abstract":"as an important fastener of railway track, the elastic strip connects the rail and the structure under the rail effectively for a long time. Due to the complex and changeable load generated by the track system during train operation, a series of fatigue problems of elastic strip fasteners are caused. The dangerous section of WJ-7 elastic strip is found by numerical simulation with software; Secondly, the three most dangerous points at the dangerous section are selected for static strain electrical measurement test; Finally, the fatigue test is carried out under the buckle pressure of 25kN and the load amplitude of $25\\pm 7.5\\mathbf{kN}$ to study the relationship between stress and cycle times, and a fatigue life prediction method based on stress change is proposed with the linear cumulative damage theory. The results show that the dangerous section of WJ-7 elastic strip under load is near the large arc at the rear end of the elastic strip; In the fatigue test, the stress life curve of the elastic strip is basically linear; The fatigue life of the elastic strip can be predicted according to the linear cumulative damage theory.","PeriodicalId":383266,"journal":{"name":"2021 4th International Symposium on Traffic Transportation and Civil Architecture (ISTTCA)","volume":"7 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2021-11-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"2021 4th International Symposium on Traffic Transportation and Civil Architecture (ISTTCA)","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/ISTTCA53489.2021.9654636","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 1
Abstract
as an important fastener of railway track, the elastic strip connects the rail and the structure under the rail effectively for a long time. Due to the complex and changeable load generated by the track system during train operation, a series of fatigue problems of elastic strip fasteners are caused. The dangerous section of WJ-7 elastic strip is found by numerical simulation with software; Secondly, the three most dangerous points at the dangerous section are selected for static strain electrical measurement test; Finally, the fatigue test is carried out under the buckle pressure of 25kN and the load amplitude of $25\pm 7.5\mathbf{kN}$ to study the relationship between stress and cycle times, and a fatigue life prediction method based on stress change is proposed with the linear cumulative damage theory. The results show that the dangerous section of WJ-7 elastic strip under load is near the large arc at the rear end of the elastic strip; In the fatigue test, the stress life curve of the elastic strip is basically linear; The fatigue life of the elastic strip can be predicted according to the linear cumulative damage theory.