ansys workbench121中文培训教程14wb121dynamic动力学模块实例aws1modal

WorkshopJuly10,©2007ANSYS,Inc.All

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Workshop1–塔科马海峡大桥，又称为“Gallo July10,©2007ANSYS,Inc.All

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Workshop1July10,©2007ANSYS,Inc.All

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Workshop1从“WorkBenchProjectLauncher”点击“Simulation”如果进入“Simulation，点击 “>Geometry>FromFile…”,从相应文件夹中打开几何模型文件gallop_scale.agdbJuly10,©2007ANSYS,Inc.All

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Workshop1当导入几何模型之后，从“Mapof Types”选择“StaticStructural”。 “Units>Metric(m,kg,132July10,©2007ANSYS,Inc.All

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Workshop1“SurfaceBody” (decksurface). “Thickness”位置处呈黄色，表明还未定4July10,©2007ANSYS,Inc.All

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Workshop1 点击“>Insert>FixedSupports”.在Details中，点击7

5July10,©2007ANSYS,Inc.All

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Workshop1 对于Y和Z方向，输入0替换“ 保留为“ 9July10,©2007ANSYS,Inc.All

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Workshop1July10,©2007ANSYS,Inc.All

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Workshop1July10,©2007ANSYS,Inc.All

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Workshop1 ysiswithPrestress” “StaticStructural”作为初始条件.July10,©2007ANSYS,Inc.All

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Workshop1修改>Modal> CalculateStressCalculateStrainJuly10,©2007ANSYS,Inc.All

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Workshop1 (准备好(完成按钮July10,©2007ANSYS,Inc.All

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Workshop1 树中点击“ModalSolution”.在“TabularModeShapeResults”July10,©2007ANSYS,Inc.All

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Workshop1应的“TotalDeformation”. MaxIndicatedFreq= July10,©2007ANSYS,Inc.All

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Workshop1记住 July10,©2007ANSYS,Inc.All

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Workshop1 ysis，选择>Harmonic 查看“Details”窗口的设置 July10,©2007ANSYS,Inc.All

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Workshop1 ”–“YComponent”中输入从“StaticStructural”分支

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Workshop1 可以选择点、面等，绘制平均值、最小值、最大值等结果指定为 在本例中，Z使用>Solve>EvaluateAll

Note:ofcourseyoucan naheadandinsertalltheHarmonicResponseSolutionandFrequencyResponseResultobjectswhenyouoriginallyinsertedtheModalSolution.Inthatcaseyouwould>Solvethemallatonce,oryoucanaddtheobjectsincrementallyaswehavedonehere.July10,©2007ANSYS,Inc.All

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