Wang Anxin, W. Zihao, Ma Huizhou, Liang Chunhua, Ni Xiaojun, C. Jiaxin, Zhu Donghui, Yu Jiebing, He Huayan, Wang Guangyuan, Yu Yongji, Li Renhong, Zhang Junsong, Qiu Ruiyang, L. Lei, K. Ling
{"title":"高能光子源光束位置监测支架结构优化设计","authors":"Wang Anxin, W. Zihao, Ma Huizhou, Liang Chunhua, Ni Xiaojun, C. Jiaxin, Zhu Donghui, Yu Jiebing, He Huayan, Wang Guangyuan, Yu Yongji, Li Renhong, Zhang Junsong, Qiu Ruiyang, L. Lei, K. Ling","doi":"10.11884/HPLPB202133.200297","DOIUrl":null,"url":null,"abstract":"Based on thermal stability and vibration stability, an ultra stability structure of rigid support is designed and optimized. Through the finite element modal analysis of ANSYS, the thermal expansion variation and the characteristic frequency of the support is verified. The support is fixated to the ground by using the method of concrete grouting and then the characteristic frequency is tested. The test results show that the characteristic frequency of the support reaches up to 61.9 Hz and the vibration amplitude is less than 30 nm, both of which meet the design requirements. Finally, the method of dynamic stiffness testing is adopted to obtain the stiffness value of the concrete grouting, and the accuracy of the optimization results of the support is further verified.","PeriodicalId":39871,"journal":{"name":"强激光与粒子束","volume":"33 1","pages":"044006-1-044006-9"},"PeriodicalIF":0.0000,"publicationDate":"2021-05-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Structural optimization design for beam position monitor support of High Energy Photon Source\",\"authors\":\"Wang Anxin, W. Zihao, Ma Huizhou, Liang Chunhua, Ni Xiaojun, C. Jiaxin, Zhu Donghui, Yu Jiebing, He Huayan, Wang Guangyuan, Yu Yongji, Li Renhong, Zhang Junsong, Qiu Ruiyang, L. Lei, K. Ling\",\"doi\":\"10.11884/HPLPB202133.200297\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Based on thermal stability and vibration stability, an ultra stability structure of rigid support is designed and optimized. Through the finite element modal analysis of ANSYS, the thermal expansion variation and the characteristic frequency of the support is verified. The support is fixated to the ground by using the method of concrete grouting and then the characteristic frequency is tested. The test results show that the characteristic frequency of the support reaches up to 61.9 Hz and the vibration amplitude is less than 30 nm, both of which meet the design requirements. Finally, the method of dynamic stiffness testing is adopted to obtain the stiffness value of the concrete grouting, and the accuracy of the optimization results of the support is further verified.\",\"PeriodicalId\":39871,\"journal\":{\"name\":\"强激光与粒子束\",\"volume\":\"33 1\",\"pages\":\"044006-1-044006-9\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2021-05-02\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"强激光与粒子束\",\"FirstCategoryId\":\"1089\",\"ListUrlMain\":\"https://doi.org/10.11884/HPLPB202133.200297\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"Engineering\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"强激光与粒子束","FirstCategoryId":"1089","ListUrlMain":"https://doi.org/10.11884/HPLPB202133.200297","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"Engineering","Score":null,"Total":0}
Structural optimization design for beam position monitor support of High Energy Photon Source
Based on thermal stability and vibration stability, an ultra stability structure of rigid support is designed and optimized. Through the finite element modal analysis of ANSYS, the thermal expansion variation and the characteristic frequency of the support is verified. The support is fixated to the ground by using the method of concrete grouting and then the characteristic frequency is tested. The test results show that the characteristic frequency of the support reaches up to 61.9 Hz and the vibration amplitude is less than 30 nm, both of which meet the design requirements. Finally, the method of dynamic stiffness testing is adopted to obtain the stiffness value of the concrete grouting, and the accuracy of the optimization results of the support is further verified.