太原科技大学学报
太原科技大學學報
태원과기대학학보
JOURNAL OF TAIYUAN UNIVERSITY OF SCIENCE AND TECHNOLOGY
2012年
1期
40-44
,共5页
陶德峰%王建梅%黄讯杰%康建峰%侯成
陶德峰%王建梅%黃訊傑%康建峰%侯成
도덕봉%왕건매%황신걸%강건봉%후성
风电锁紧盘%轴套%厚壁圆筒%位移%应力
風電鎖緊盤%軸套%厚壁圓筒%位移%應力
풍전쇄긴반%축투%후벽원통%위이%응력
wind turbine's shrink disk%bush%thick-cylinder%displacement%stress intensity
为了保证轴套在承受外压时其内表面位移与应力计算结果的精确性,采用厚壁圆筒理论和有限元分析软件ANSYS,分别对不同外压、内半径、外半径的三组轴套模型进行分析,同时给出了内表面位移和最大应力的计算公式。研究结果表明:位移和应力在轴套内表面处达到最大值;内表面位移和最大应力与外压、内半径成正比,与外半径成反比;两种方法计算结果的相对误差保持在1%之内;采用厚壁圆筒理论计算轴套内表面位移和最大应力所得结果能够满足风电锁紧盘的设计要求。
為瞭保證軸套在承受外壓時其內錶麵位移與應力計算結果的精確性,採用厚壁圓筒理論和有限元分析軟件ANSYS,分彆對不同外壓、內半徑、外半徑的三組軸套模型進行分析,同時給齣瞭內錶麵位移和最大應力的計算公式。研究結果錶明:位移和應力在軸套內錶麵處達到最大值;內錶麵位移和最大應力與外壓、內半徑成正比,與外半徑成反比;兩種方法計算結果的相對誤差保持在1%之內;採用厚壁圓筒理論計算軸套內錶麵位移和最大應力所得結果能夠滿足風電鎖緊盤的設計要求。
위료보증축투재승수외압시기내표면위이여응력계산결과적정학성,채용후벽원통이론화유한원분석연건ANSYS,분별대불동외압、내반경、외반경적삼조축투모형진행분석,동시급출료내표면위이화최대응력적계산공식。연구결과표명:위이화응력재축투내표면처체도최대치;내표면위이화최대응력여외압、내반경성정비,여외반경성반비;량충방법계산결과적상대오차보지재1%지내;채용후벽원통이론계산축투내표면위이화최대응력소득결과능구만족풍전쇄긴반적설계요구。
In order to ensure the calculation precision of bush under external pressure,three group models with different external pressure,internal radius,external radius are analyzed by using thick-cylinder theory and finite element analysis software-ANSYS,and the formulae of inner surface displacement and the greatest stress intensity are given.The calculation results of two methods are almost equal with relative error less than 1%,and the displacement and stress intensity achieve maximum value in the internal surface.The inner surface displacement and the greatest stress intensity are positively propositional to external pressure and internal radius while contrary to external radius.All the above conclusions show that the calculation results of the inner surface displacement and the greatest stress intensity by using thick-cylinder theory attain the requirements of design.