实体模型ANSYS制作过程
《ANSYS 工程软件分析》课程结业报告
要求：
1
简要说明课题来源、应用背景及分析意义； 2 模型基本情况和基本参数； 3 分析主要步骤； 4 后处理及结果分析；
5 附录:本分析的精简以后的log 文件 用小5号字 ；
6报告正文以五号宋体，标题采用四号黑体加粗，有图片结果的需要保存为白底图； 7 以班级为单位，报送分析的odb 文件，log 文件，文件命名方式（姓名+学号）。
分析题目:环形物体受力分析
1、环形物体一端固定，一端受集中力情况下的应力分析，我们可以利用ANSYS 来模拟仿真环形物体在受力时的失效和破坏。
2、
（1）基本参数：弹性模量 E=70GPa 泊松比 v=0.25 (2)集中力为：F=4.4483N 3、
3.1对题目进行分析，画出简化模型。
3.2设置解题类型
启动ANSYS ，单击Preference 交互界面对话框，选中Structural ，来对后面的分析进行菜单及相应的图形 界面过滤，单击OK 按钮。 3.3实体建模 建立曲梁
依次单击Main Menu ,Preprocessor ，Modeling ，Create ，Volumes ，Cylinder ，Partial Cylinder ，单击OK 。 3.4添加材料属性
依次单击Main Menu ,Preprocessor ，Material Props ，Material Models ，在对话框依次点击Structural ，Lingar,Elastic,Isotropic ，在弹出对话框添加弹性模量70e3，泊松比0.25，单击OK 。 3.5划分网格
3.5.1定义单元类型
依次单击Main Menu ,Preprocessor ，Element Type ，Add/Edit/Delete ，Add ，select Solid 10node 92，单击OK （Back to Element Types window)，Close （the Element Type window ）。 3.5.2定义材料（弹性模量，泊松比） 依次单击Main Menu ，Preprocessor ，Material Props ，Material Models ，Structural ，Liner ，Elastic ，Isotropic ，input EX:70e3，PRXY:0.25，单击OK 。 3.5.3网格密度设置
依次单击Main Menu ，Preprocessor ，Meshing ，Mesh Tool ，利用网格智能划分。 3.5.4划分网格
依次单击Mesh Tool ，Mesh ：select Volumes ，Shape ：Tet ，Free ，Mesh ，Pick All ，Close （the Mesh Tool window ） 3.6求解
3.6.1施加位移边界条件与加载
给节点816施加y 方向的集中力：依次单击Main Menu ，Solution ，Define Loads ，Apply ，Structural ，Force/Moment ，On Nodes ，拾取节点816，OK ，Lab ：FY ，Value ：4.4483，单击OK 。 给底面施加固定约束：依次单击Main Menu ，Solutin ，Define Loads ，Apply ，Structural ，Displacement ，On Areas ，拾取底面，OK ，select Lab2：ALL OFF ，OK 。 3.6.2求解
依次单击Preprocessor ，Solution ，Analysis Type ，New Analysis
依次单击Main Menu ，Solution ，Solve ，Current LS ，OK （to close the solve Current Load Step window ），OK 。 3.7后处理 3.7.1挠度 依次单击Main Menu ，General Postproc ，Plot Results ，Contour Plot ，Nodal Solution ，选择DOF Solution ，Y-Compnent of displacement ，OK 。 依次单击Main Menu ，General Postproc ，List Results ，Contour Plot ，Nodal Solution ，选择DOF Solution ，Y-Compnent of displacement ，OK 。 3.7.2：依次单击Main Menu ，General Postproc ，Plot Results ，Contour Plot ，Nodal Solution ，选择Stress ，Y-Compnent of displacement ，OK 。
4通用后处理
通过读取结果文件，绘制下图
1．绘制连续梁变形图：依次单击Main Menu, General Postproc, Plot Results, Defomed Shap.选中Def+undeform
院系 x x x 班级 x x x x x x x x x 姓名 x x x x x x x 学号 x x x x x x x x x x x
2.连续梁Y方向位移图：依次单击Main Menu, General Postproc, Piot Results, Contour Plot, Nodal
solu再依次点击Nodal Solution, DOF Soiution , Y-Component of displacement.如下图
3.等效应力图：依次单击Main Menu, General Postproc, Piot Results, Contour Plot, Nodal solu.再依次点击Nodal Solution，Stress,von Mises stress如下图
4.Y方向应力图：依次单击Main Menu, General Postproc, Piot Results, Contour Plot, Nodal solu.再依次点击Nodal Solution，Stress，Y-Component of stress如下图
总结：由以上分析可知最大应力处在环形物体最右端，即途中红色区域。所以此模型要注意边缘部分的破坏可能，设计时应予注意加厚边缘红色区域的部分。
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FINISH
! /EXIT,NOSAV
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!*
ET,1,SOLID186
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MPTEMP,,,,,,,,
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FINISH
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FLST,2,1,5,ORDE,1
FITEM,2,5
!*
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DA,P51X,ALL,
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!*
ANTYPE,0
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FINISH
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!*
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PLDISP,1
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/DIST,1,0.924021086472,1
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/DIST,1,1.08222638492,1
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/DIST,1,0.924021086472,1 /REP,FAST