青岛大学学报(工程技术版)
青島大學學報(工程技術版)
청도대학학보(공정기술판)
JOURNAL OF QINGDAO UNIVERSITY(ENGINEERING & TECHNOLOGY EDITION)
2013年
2期
6-10
,共5页
施长政%师忠秀%柳威%王甜甜
施長政%師忠秀%柳威%王甜甜
시장정%사충수%류위%왕첨첨
车架%Workbench%强度分析%模态分析
車架%Workbench%彊度分析%模態分析
차가%Workbench%강도분석%모태분석
frame%workbench%strength analysis%modal analysis
为确保FSC赛车的安全性能,本文以车架结构为研究对象,建立车架有限元模型,利用 Workbench软件对车架的弯曲和扭转工况进行分析,同时,分析了车架结构的固有频率和振型,并将分析得出的结果与材料属性进行比较。结果表明,在弯曲工况下,车架最大变形为2.15 mm,车架刚度满足要求;在扭转工况下,左前轮和左后轮悬空扭转车架最大变形量在发动机的固定吊耳处为2.50 mm,车架的其他部分基本变形量在1.30 mm和1.70 mm左右,小于车架材料的屈服极限,车架符合设计要求。该研究为车架动态响应性能和结构的改进设计提供了理论依据。
為確保FSC賽車的安全性能,本文以車架結構為研究對象,建立車架有限元模型,利用 Workbench軟件對車架的彎麯和扭轉工況進行分析,同時,分析瞭車架結構的固有頻率和振型,併將分析得齣的結果與材料屬性進行比較。結果錶明,在彎麯工況下,車架最大變形為2.15 mm,車架剛度滿足要求;在扭轉工況下,左前輪和左後輪懸空扭轉車架最大變形量在髮動機的固定弔耳處為2.50 mm,車架的其他部分基本變形量在1.30 mm和1.70 mm左右,小于車架材料的屈服極限,車架符閤設計要求。該研究為車架動態響應性能和結構的改進設計提供瞭理論依據。
위학보FSC새차적안전성능,본문이차가결구위연구대상,건립차가유한원모형,이용 Workbench연건대차가적만곡화뉴전공황진행분석,동시,분석료차가결구적고유빈솔화진형,병장분석득출적결과여재료속성진행비교。결과표명,재만곡공황하,차가최대변형위2.15 mm,차가강도만족요구;재뉴전공황하,좌전륜화좌후륜현공뉴전차가최대변형량재발동궤적고정조이처위2.50 mm,차가적기타부분기본변형량재1.30 mm화1.70 mm좌우,소우차가재료적굴복겁한,차가부합설계요구。해연구위차가동태향응성능화결구적개진설계제공료이론의거。
In order to ensure FSC racing safety performance,this paper takes the frame structure as the re-search obj ect,establishing the finite element model of frame,uses the Workbench software for the exami-nation of bending and torsion condition analysis of frame,compares the results of the analysis and material properties.At the same time,it proceeds with free modal analysis calculations on the frame,and analyzes the natural frequency of the frame.The results showed that,in the bent condition,frame maximum de-formation was 2.15 mm,which meet the requirements;in reversing the conditions,with the left front wheel and the left rear wheel dangling,the maximum deformation amount of the torsion frame fixed in the engine at the lifting lugs of 2.50 mm,the basic amount of deformation of the other portion of the frame a-bout 1.30 and 1.70 mm,and less than the yield limit of the frame material.Frame was in accordance with the design requirements,and the study provided a theoretical basis for the frame dynamic response per-formance and improved the design of the structure.