R. Zhang, Guoshou Liu, S. Wang, Chen-guang Yang, Cheng Li
{"title":"疲劳载荷下WJ-7型铁路弹性带的应力分析及寿命预测","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":"{\"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}","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}
Stress analysis and Life Prediction of WJ-7 railway Elastic Strip under Fatigue Load
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.