ģ̬Ԫ
5.4.2ģ̬IJ
ģ̬Ҫĸɣģ֡ؼ⡢չģ̬鿴ͺ
(1)ģ
ԪģҪйָͷ⣬Ȼǰ(PREP7)ж嵥Ԫ͡ԪʵԼģͣмģͿANSYSֱӽҲCADɺٵANSYSСģ̬
ֻΪЧģָ˷ԵԪǽԵġ磬ģ̬аӴԪôϵͳȡʼ״̬ĸնֵҴ˸նֵٸı䡣ʿԵģͬԵĻԵģ㶨϶صġģ̬бָģEX(ijʽĸն)ܶDENS(ijʽ)Խԡ
(2)
ǽģзdzҪһڣģתΪɽڵ͵ԪɵԪģֵ͡ĺûֱӰ쵽ȷԺͼٶȣΪֲ¼㲻
(3)غ
Ҫйȶָ͡áغɺͱָ߽عãȻģ̬Ԫ⡣ģ̬УҪʩӱλԼģʵʵĹ̶ûʩλԼķϽͶҲʩӷλԼΪٶΪԺⲿغɡȻANSYSγɵغģ̬ӷʹá
(4)չģ̬ģ̬չ
ԣչģ̬ζŴͼȫͣԣչģ̬ζŽд뵽ļС֮ںй۲ͣ㵥ԪӦ߽кƵģ̬չ
(5) 鿴ͺ
ģ̬Ľд뵽ṹļjobname.rstУͨú(/POST1)й۲ģ̬Ľ 5.5 ֵģ̬
5.5.1 Pro/E ģ͵ANSYS
PRO/Egear1.rpt.ļIGESʽļ 5.5.2 嵥ԪԺ
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ANSYSijģ̬
ѡ˽ڵ㵥Ԫsolid45 ֡ѧΪģE=206GPa ɱȦ= 0.28ܶȦ=7.8103kg/
Meshtool ɻ֣ ֿƶԾֲߴпơ嵥Ԫ С浥ԪСijΪ3
ͼ5-1ͼ5-2ʾ ͼ5-1
ͼ5-2 бʾڵ͵Ԫ
5.5.3 ؼ
ģ̬ΨһЧġغɡλԼijɶȴָһλԼλԼڸɶȴ[25]ΪȷʩλԼڵϵתϵ£XYZֱR()()Z()ԳȦϵһڵʩλԼؽͼ5-3ʾ
1ELEMENTSJUN 4 201117:14:58ZYXMODAL ANSYS OF A GEAR ͼ5-3 ؽ
趨Ϊģ̬Block Lanczosȡ10ģ̬ԤӦӰ죬ϡ⡣鿴ѡȷ⡣ 5.5.4չģ̬ģ̬չ
Ϊͨú(POST1)й۲ͣʹMXPANDӦýģ̬չ
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ģ̬Ԫ
չģ̬ĿӦȡģ̬ĿȣĴС[26]
չģ̬IJΪչѡָغɲѡʼչظ裬˳
ģ̬չ⣺ォģ̬չΪһⲽм㡣ģ̬ȡѡѡģ̬չѡĻANSYSģ̬ȡʱֵͬʱչָ͡ 5.5.5 鿴ͺ
鿴ͺغɲݣгйƵʣʾģ̬гɶȡ
1бʾƵʡѡMainMenu>General Postproc>Results SummarySet List CommandбʾִFile>Save asΪһıļ档ɽͼ5-4ʾ
ͼ5-4 бʾֹƵ
2ڵϵĵЧӦӦֵѡMain Menu>General Postproc>Plot Results>Contour Plot>Nodal SoluContour Nodal Solution DataԻڡItem to be contouredбзֱѡDOF Solution͡stressѡŷֱѡDisplacement vector sum͡von Mises stressѡOKťɽͼ5-5ͼ5-6ʾ
1NODAL SOLUTIONSUB =1FREQ=1825USUM (AVG)RSYS=0DMX =7.436SMX =7.436MXJUN 4 201116:51:55ZYXMN1.6533.3054.9586.61.8262572.4794.1315.7847.436MODAL ANASYS OF A GEAR 0 - 27 -
ANSYSijģ̬
ͼ5-5 Displacement vector sum(λʸͼ)
1NODAL SOLUTIONSUB =1FREQ=1825SEQV (AVG)DMX =7.436SMN =172.878SMX =191381JUN 4 201116:52:20MXZYXMN42664851541276451701362141863909106400148891191381MODAL ANASYS OF A GEAR 172.878 ͼ5-6 von Mises ЧӦͼ
ͼ5-5ɵãöԳ7.436cmʱһı
2ΪıΣͼ5-6ɵãöԳЧӦΪ191381 N/mm³յĵЧӦDZȽϴġЩоص㣬صоƵԼƵµ͡ 5.6 ANSYSģ̬
ڶģ̬ýչԶõÿһƵʣͬʱӦģ̬ͷӳڸùƵʱָڵλANSYSͨúضй۲ͷԶԸģ̬ͽжʾͼ5-7ͼ5-8ͼ5-9ͼ5-10ͼ5-11ͼ5-12ͼ5-13ͼ5-14ͼ5-15ͼ5-16ֱǹƵΪ1305.8HZ1451.9 HZ1455.4 HZ1476 HZ1519.1 HZ1522.3 HZ1571 HZ1573.1 HZ1667.7 HZ1825.2 HZ͡ͼͼ5-75-16ʾ⣬ɶʾ
ʾԼʾѡUtility
Menu>PlotCtrls>Animate>Mode ShapeMode ShapeԻѡDOF solutionѡTranslationеUSUMOKɶʾģ̬״ʾģ̬״ʱɰסstopֶʾijһ͡
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