{"title":"考虑车辆随机动力载荷的新型声子晶体隔振器对浮板轨道减振的影响","authors":"Xinwen Yang, Yingjie Zhang, Zhao Zhang, Yanyan Zhang","doi":"10.1080/23248378.2023.2261445","DOIUrl":null,"url":null,"abstract":"ABSTRACTThe vibration caused by urban rail transit has led to numerous severe environmental issues. The floating slab track (FST) plays an important role in vibration control and noise reduction for rail transit. In this study, a novel phononic crystal vibration isolator (NPCVI) is developed based on the principle of local resonance to address the deficiencies in the low frequency vibration reduction of existing FST with steel spring vibration isolators (SSVI). The vibration equation of the NPCVI is derived and an analytical method for the dynamic interaction between vehicle, track, and tunnel is proposed. The pseudo excitation method (PEM) is introduced to solve the random vibration response of the vehicle-track-tunnel coupled system under the excitation of full-band track random irregularity. The numerical simulation results are compared with the field measurement results to verify the correctness of the solution model. The vibration reduction analysis of FST using NPCVI is conducted within a system dynamics framework, and a comparison is made between the performance of the conventional SSVI and the proposed NPCVI while a train is passing. The vibration reduction optimization effect of the NPCVI is evaluated using the vibration level (VL) of the tunnel structure. The results demonstrate that the NPCVI exhibits a superior band gap width as compared to that of the SSVI.KEYWORDS: Urban rail transitfloating slab trackvibration isolatorvibration reductionphononic crystals AcknowledgementsThis research was supported by the National Natural Science Foundation of China (No. 52178436), and sponsored by Shanghai Collaborative Innovation Research Center for Multi-network & Multi-modal Rail Transit.Authorship contribution statementXinwen Yang: Methodology, Supervision, Funding acquisition, Writing – review & editing. Yingjie Zhang: Data curation, Validation, Software. Zhao Zhang: Conceptualization, Methodology, Software, Writing – original draft. Yanyan Zhang: Data curation, Visualization, Investigation.Disclosure statementThe authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.Additional informationFundingThe work was supported by the the National Natural Science Foundation of China [No. 52178436].","PeriodicalId":48510,"journal":{"name":"International Journal of Rail Transportation","volume":"51 1","pages":"0"},"PeriodicalIF":3.4000,"publicationDate":"2023-09-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Effect of novel phononic crystals vibration isolator on vibration reduction for floating slab track considering the random dynamical load of the vehicle\",\"authors\":\"Xinwen Yang, Yingjie Zhang, Zhao Zhang, Yanyan Zhang\",\"doi\":\"10.1080/23248378.2023.2261445\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"ABSTRACTThe vibration caused by urban rail transit has led to numerous severe environmental issues. The floating slab track (FST) plays an important role in vibration control and noise reduction for rail transit. In this study, a novel phononic crystal vibration isolator (NPCVI) is developed based on the principle of local resonance to address the deficiencies in the low frequency vibration reduction of existing FST with steel spring vibration isolators (SSVI). The vibration equation of the NPCVI is derived and an analytical method for the dynamic interaction between vehicle, track, and tunnel is proposed. The pseudo excitation method (PEM) is introduced to solve the random vibration response of the vehicle-track-tunnel coupled system under the excitation of full-band track random irregularity. The numerical simulation results are compared with the field measurement results to verify the correctness of the solution model. The vibration reduction analysis of FST using NPCVI is conducted within a system dynamics framework, and a comparison is made between the performance of the conventional SSVI and the proposed NPCVI while a train is passing. The vibration reduction optimization effect of the NPCVI is evaluated using the vibration level (VL) of the tunnel structure. The results demonstrate that the NPCVI exhibits a superior band gap width as compared to that of the SSVI.KEYWORDS: Urban rail transitfloating slab trackvibration isolatorvibration reductionphononic crystals AcknowledgementsThis research was supported by the National Natural Science Foundation of China (No. 52178436), and sponsored by Shanghai Collaborative Innovation Research Center for Multi-network & Multi-modal Rail Transit.Authorship contribution statementXinwen Yang: Methodology, Supervision, Funding acquisition, Writing – review & editing. Yingjie Zhang: Data curation, Validation, Software. Zhao Zhang: Conceptualization, Methodology, Software, Writing – original draft. Yanyan Zhang: Data curation, Visualization, Investigation.Disclosure statementThe authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.Additional informationFundingThe work was supported by the the National Natural Science Foundation of China [No. 52178436].\",\"PeriodicalId\":48510,\"journal\":{\"name\":\"International Journal of Rail Transportation\",\"volume\":\"51 1\",\"pages\":\"0\"},\"PeriodicalIF\":3.4000,\"publicationDate\":\"2023-09-26\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Rail Transportation\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1080/23248378.2023.2261445\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"TRANSPORTATION SCIENCE & TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Rail Transportation","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1080/23248378.2023.2261445","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"TRANSPORTATION SCIENCE & TECHNOLOGY","Score":null,"Total":0}
Effect of novel phononic crystals vibration isolator on vibration reduction for floating slab track considering the random dynamical load of the vehicle
ABSTRACTThe vibration caused by urban rail transit has led to numerous severe environmental issues. The floating slab track (FST) plays an important role in vibration control and noise reduction for rail transit. In this study, a novel phononic crystal vibration isolator (NPCVI) is developed based on the principle of local resonance to address the deficiencies in the low frequency vibration reduction of existing FST with steel spring vibration isolators (SSVI). The vibration equation of the NPCVI is derived and an analytical method for the dynamic interaction between vehicle, track, and tunnel is proposed. The pseudo excitation method (PEM) is introduced to solve the random vibration response of the vehicle-track-tunnel coupled system under the excitation of full-band track random irregularity. The numerical simulation results are compared with the field measurement results to verify the correctness of the solution model. The vibration reduction analysis of FST using NPCVI is conducted within a system dynamics framework, and a comparison is made between the performance of the conventional SSVI and the proposed NPCVI while a train is passing. The vibration reduction optimization effect of the NPCVI is evaluated using the vibration level (VL) of the tunnel structure. The results demonstrate that the NPCVI exhibits a superior band gap width as compared to that of the SSVI.KEYWORDS: Urban rail transitfloating slab trackvibration isolatorvibration reductionphononic crystals AcknowledgementsThis research was supported by the National Natural Science Foundation of China (No. 52178436), and sponsored by Shanghai Collaborative Innovation Research Center for Multi-network & Multi-modal Rail Transit.Authorship contribution statementXinwen Yang: Methodology, Supervision, Funding acquisition, Writing – review & editing. Yingjie Zhang: Data curation, Validation, Software. Zhao Zhang: Conceptualization, Methodology, Software, Writing – original draft. Yanyan Zhang: Data curation, Visualization, Investigation.Disclosure statementThe authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.Additional informationFundingThe work was supported by the the National Natural Science Foundation of China [No. 52178436].
期刊介绍:
The unprecedented modernization and expansion of rail transportation system will require substantial new efforts in scientific research for field-deployable technologies. The International Journal of Rail Transportation (IJRT) aims to provide an open forum for scientists, researchers, and engineers in the world to promote the exchange of the latest scientific and technological innovations in rail transportation; and to advance the state-of-the-art engineering and practices for various types of rail based transportation systems. IJRT covers all main areas of rail vehicle, infrastructure, traction power, operation, communication, and environment. The journal publishes original, significant articles on topics in dynamics and mechanics of rail vehicle, track, and bridge system; planning and design, construction, operation, inspection, and maintenance of rail infrastructure; train operation, control, scheduling and management; rail electrification; signalling and communication; and environmental impacts such as vibration and noise. The editorial policy of the new journal will abide by the highest level of standards in research rigor, ethics, and academic freedom. All published articles in IJRT have undergone rigorous peer review, based on initial editor screening and anonymous refereeing by independent experts. There are no page charges and colour figures are included in the online edition free of charge.