Tang Hong-xia, Li Jian-nan, L. Lue, Wang Jing-jing
{"title":"简支梁桥对不同车速和荷载的动力响应","authors":"Tang Hong-xia, Li Jian-nan, L. Lue, Wang Jing-jing","doi":"10.3969/J.ISSN.1007-2985.2013.02.019","DOIUrl":null,"url":null,"abstract":"Using modal decomposition method for solving vehicle-bridge coupling equation to analyze the dynamic response of the simply-supported beam bridge to different vehicle load and speed.The half car model was used as vehicle,and Euler-Bernoulli beam was used as the simply-supported beam bridge.Using the ANSYS software,the simply-supported beam bridge span deflection curve was obtained.The results show that vehicle load increase made the bridge span deflection increase;the beam’s span deflections were 0.028 m and 0.049 m respectively in the standard vehicle load and 100% vehicle overload.As the vehicle speed increased,the simply-supported beam bridge span deflection reached at its peak value at the vehicle speed of 60 km/h and vehicle-bridge resonance was resulted in.","PeriodicalId":16241,"journal":{"name":"Journal of Jishou University","volume":"20 1","pages":"87"},"PeriodicalIF":0.0000,"publicationDate":"2013-03-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Simply-Supported Beam Bridge’s Dynamic Response to the Different Vehicle Speed and Loaded\",\"authors\":\"Tang Hong-xia, Li Jian-nan, L. Lue, Wang Jing-jing\",\"doi\":\"10.3969/J.ISSN.1007-2985.2013.02.019\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Using modal decomposition method for solving vehicle-bridge coupling equation to analyze the dynamic response of the simply-supported beam bridge to different vehicle load and speed.The half car model was used as vehicle,and Euler-Bernoulli beam was used as the simply-supported beam bridge.Using the ANSYS software,the simply-supported beam bridge span deflection curve was obtained.The results show that vehicle load increase made the bridge span deflection increase;the beam’s span deflections were 0.028 m and 0.049 m respectively in the standard vehicle load and 100% vehicle overload.As the vehicle speed increased,the simply-supported beam bridge span deflection reached at its peak value at the vehicle speed of 60 km/h and vehicle-bridge resonance was resulted in.\",\"PeriodicalId\":16241,\"journal\":{\"name\":\"Journal of Jishou University\",\"volume\":\"20 1\",\"pages\":\"87\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2013-03-25\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Jishou University\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.3969/J.ISSN.1007-2985.2013.02.019\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Jishou University","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.3969/J.ISSN.1007-2985.2013.02.019","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Simply-Supported Beam Bridge’s Dynamic Response to the Different Vehicle Speed and Loaded
Using modal decomposition method for solving vehicle-bridge coupling equation to analyze the dynamic response of the simply-supported beam bridge to different vehicle load and speed.The half car model was used as vehicle,and Euler-Bernoulli beam was used as the simply-supported beam bridge.Using the ANSYS software,the simply-supported beam bridge span deflection curve was obtained.The results show that vehicle load increase made the bridge span deflection increase;the beam’s span deflections were 0.028 m and 0.049 m respectively in the standard vehicle load and 100% vehicle overload.As the vehicle speed increased,the simply-supported beam bridge span deflection reached at its peak value at the vehicle speed of 60 km/h and vehicle-bridge resonance was resulted in.