佳木斯大学学报:自然科学版
佳木斯大學學報:自然科學版
가목사대학학보:자연과학판
Journal of Jiamusi University(Natural Science Edition)
2011年
4期
496-499
,共4页
高速列车%承载结构%有限元分析%模态频率
高速列車%承載結構%有限元分析%模態頻率
고속열차%승재결구%유한원분석%모태빈솔
high-speed train%bearing structure%finite element analysis%model frequency
运用有限元软件建立高速列车CRH3承载结构有限元模型,分析了当承载结构发生改变时使车体模态频率达到最大值的车体侧墙高度、车窗位置和边梁厚度.结果表明,在原承载结构基础上动车侧墙高度降低50mm、车窗距地板的高度降低50mm、边梁厚度不变时车体模态频率最大;在原承载结构基础上拖车侧墙高度和车窗距地板的高度保持不变,边梁厚度变为3mm时车体模态频率最大.
運用有限元軟件建立高速列車CRH3承載結構有限元模型,分析瞭噹承載結構髮生改變時使車體模態頻率達到最大值的車體側牆高度、車窗位置和邊樑厚度.結果錶明,在原承載結構基礎上動車側牆高度降低50mm、車窗距地闆的高度降低50mm、邊樑厚度不變時車體模態頻率最大;在原承載結構基礎上拖車側牆高度和車窗距地闆的高度保持不變,邊樑厚度變為3mm時車體模態頻率最大.
운용유한원연건건립고속열차CRH3승재결구유한원모형,분석료당승재결구발생개변시사차체모태빈솔체도최대치적차체측장고도、차창위치화변량후도.결과표명,재원승재결구기출상동차측장고도강저50mm、차창거지판적고도강저50mm、변량후도불변시차체모태빈솔최대;재원승재결구기출상타차측장고도화차창거지판적고도보지불변,변량후도변위3mm시차체모태빈솔최대.
A finite element model of high-speed train CRH3' bearing structure is built by a finite element software;the side-wall' height,window position and side beams' thickness is analyzed,when the bearing structure changes and the model frequency reaches maximum.The results show that the model frequency of the car EC01 reaches maximum when reducing the side-wall' height by 50mm and the height of window above the floor by 50mm,side beams' thickness is not changed;the model frequency of the car TC02 reaches maximum when the side-wall' height and the height of window above the floor are not changed,side beams' thickness is 3mm.