nastran热模态分析normal modes with preload.ppt

nastran热模态分析normal modes with preload.ppt

ID:48029918

大小:146.00 KB

页数:16页

时间:2020-01-11

nastran热模态分析normal modes with preload.ppt_第1页
nastran热模态分析normal modes with preload.ppt_第2页
nastran热模态分析normal modes with preload.ppt_第3页
nastran热模态分析normal modes with preload.ppt_第4页
nastran热模态分析normal modes with preload.ppt_第5页
资源描述:

《nastran热模态分析normal modes with preload.ppt》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库

1、Section18NormalModesofPreloadedStructuresSection18 NormalModesofPreloadedStructuresNORMALMODESWITHDIFFERENTIALSTIFFNESS……………………………18-3PROBLEM#14-NORMALMODESWITHPRELOAD………………………..…..18-7PROBLEM#14-MODESOFPRELOADEDSTRUCTURE……………………….18-9INPUTFILEFORPROBLEM

2、#14A-MODESWITHOUTPRELOAD……………18-10PARTIALOUTPUTFILEFORPROBLEM#14A-MODESWITHOUTPRELOAD………………………………………………………………………18-11INPUTFILEFORPROBLEM#14B-MODESWITHPRELOADUSINGSOL106…………………………………………………18-12PARTIALOUTPUTFILEFORPROBLEM14B-MODESWITHPRELOADUSINGSOL106…………

3、………………………………………18-13INPUTFILEFORPROBLEM#14C-MODESWITHPRELOADUSINGSOL103…………………………………………...……18-14PARTIALOUTPUTFILEFORPROBLEM#14CMODESWITHPRELOADUSINGSOL103…………………………………………………18-15NormalModesWith DifferentialStiffnessCalculatethemodesofstructureswithprelo

4、ads,largechangesingeometry,and/ornonlinearmaterials.NormalModesWith DifferentialStiffness(Cont.)LargeGeometryChangesu1NonlinearMaterialk1Fk0K0=k1NormalModesWith DifferentialStiffness(Cont.)Proceduresforobtainingfrequenciesofapreloadedstructure.Method1Use

5、SOL106.Includelinearornonlinearmaterialpropertiesasrequiredbymodeling.Ifmaterialislinear,thenonlylinearmaterialpropertiesarereferenced.IncludePARAM,LGDISP,1intheBulkDataSection.Onlytheresidualstructure(SEID=0)maycontainnonlinearelements.Allupstreamsupere

6、lementsmustbelinear.AMethod=XCaseControlCommandabovethefirstsubcasecallsouttheappropriateEIGRLentry.IncludePARAM,NMLOOP,XwhereX<>0.ThenonlinearnormalmodeswillbecomputedatthelastiterationloopofeachsubcaseinwhichaMethodcommandappearsNormalModesWith Differe

7、ntialStiffness(Cont.)Proceduresforobtainingfrequenciesofapreloadedstructure.Method2UseSOL103.Materialmustbelinear.Twosubcasesarerequired.Thefirstsubcaseisastaticsubcasecallingoutthepreload.Thesecondsubcasecalculatedthemodeswithamethod=xcallout.Theseconds

8、ubcasemustalsocontainastatsub=ycommand,wherey=subcaseIDofthefirstsubcase.Problem#14NormalModesWithPreloadProblem#14-Modesof PreloadedStructureConsiderthesimplysupportedbeamasshownbelow.Calculatethefirstbendingfrequency:Wit

当前文档最多预览五页,下载文档查看全文

此文档下载收益归作者所有

当前文档最多预览五页,下载文档查看全文
温馨提示:
1. 部分包含数学公式或PPT动画的文件,查看预览时可能会显示错乱或异常,文件下载后无此问题,请放心下载。
2. 本文档由用户上传,版权归属用户,天天文库负责整理代发布。如果您对本文档版权有争议请及时联系客服。
3. 下载前请仔细阅读文档内容,确认文档内容符合您的需求后进行下载,若出现内容与标题不符可向本站投诉处理。
4. 下载文档时可能由于网络波动等原因无法下载或下载错误,付费完成后未能成功下载的用户请联系客服处理。