Course in ANSYS. Example0410. ANSYS Computational Mechanics, AAU, Esbjerg
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1 Course in Example0410
2 Example Frame 2D Objective: Compute the harmonic response Tasks: Perform a modal analysis Display the mode shapes Perform a harmonic analysis Topics: Topics: Start of analysis, Element type, Real constants, Material, modeling, element size for beam models, modal and harmonic analysis E = 200E9N/m 2 n = 0.3 L = 2m H = 3m I = /12m 4 r = 7860kg/m 3 Example0410 2
3 Example - title Utility Menu > File > Change Jobname /jobname, Example0410 GUI Command line entry Enter: Example0410 Utility Menu > File > Change Title /title, Frame 2D Enter: Frame 2D Example0410 3
4 Example - Parameters Example0410 4
5 Example - Keypoints Preprocessor > Modeling > Create > Keypoints > In Active CS /PREP7 K,,,, General format: K,,,3, K,#,X,Y,Z K,,2,3, Note: An empty # result in automatic numbering. # Keypoint number X Keypoint x-coordinate Y Keypoint y-coordinate Z Keypoint z-coordinate Enter 0,0,0 and Press Apply Enter 0,3,0 and Press Apply Enter 2,3,0 and Press Apply Note: An empty box result in a zero. It is allowed to enter 0.0 in each box. Example0410 5
6 Example - Numbering Utility Menu > PlotCtrls > Numbering Switch on Keypoint numbers Press OK Example0410 6
7 Example - Lines Preprocessor > Modeling > Create > Lines > Lines > Straight Line Create a line between KP1 and KP2 and KP2 and KP3. L,1,2 L,2,3 HINT: By clicking with the righthand mouse button you shift between the Pick/Unpick function. This is indicated by the direction of the cursor arrow: Pick: upward arrow Unpick: downward arrow Press OK or Cancel to finish selection Example0410 7
8 Example - Plot - Nodes Plot Keypoints and Lines Example0410 8
9 Example Element Type Preprocessor > Element Type > Add/Edit/Delete Press Add Example0410 9
10 Example - Element Type Preprocessor > Element Type > Add/Edit/Delete Press Options Press Help to learn more about the element. Example
11 Example Real Constants Preprocessor > Real Constants > Add Place the cursor on the relevant element and press OK Example
12 Example - Real Constants Preprocessor > Real Constants > Add Enter cross sectional data Press OK Press Close to finish Example
13 Example - Material Properties Preprocessor > Material Props > Material Models Double Click to step in the material tree Example
14 Example - Material Properties Preprocessor > Material Props > Material Models Enter E Modulus of elasticity Enter nu Poisson s ratio Click here to Close Press OK Example
15 Example - Density Enter 7830 Press OK Example
16 Example - Meshing Preprocessor > Meshing > Size Cntrls > ManualSize > Lines > Picked Lines Select/Pick L1 Press OK when finish with selection Enter 30 Example
17 Example - Meshing Preprocessor > Meshing > Size Cntrls > ManualSize > Lines > Picked Lines Select/Pick L2 Press OK when finish with selection Enter 20 Example
18 Example - Meshing Preprocessor > Meshing > Mesh > Lines Select individual lines to be meshed by Picking NB: It is often necessary to Clear the model for example if Element Type is to be changed Select all lines defined to be meshed Example
19 Example Analysis Type File > Write DB log file Enter example0410.lgw Solution > Analysis Type > New Analysis Press OK Example
20 Example MA Analysis Options Select Block Lanczos Enter 10 Enter 10 Switch to Yes Press OK Example
21 Example MA Analysis Options Press OK Example
22 Example Define Loads Solution > Define Loads > Apply > Structural > Displacement > On Keypoints Select keypoint 1 Select UX and UY equal zero Press OK Example
23 Example Define Loads Solution > Define Loads > Apply > Structural > Displacement > On Keypoints Select keypoint 2 Select UY equal zero Press OK Example
24 Example - Damping Press OK Enter 0.02 for Constant damping ratio Example
25 Solution > Solve > Current LS Example - Solve Press OK Example
26 Example - Solve Press Close Press here to Close Example
27 Example - PostProcessing General Postproc > Plot Results > Deformed Shape Select Def+undeformed and Press OK Example
28 Example Results Summary Example
29 Example Read Results General Postproc > Plot Results > Deformed Shape Select Def+undeformed and Press OK Read first set Example
30 Example Mode 1 Example
31 Example Result viewer Select mode shape, the last mode read is displayed Press OK Example
32 Example Result viewer Select DOF solution and Def+undeformed Press OK and animation is controlled by the following dialog Example
33 Example Read Results Press OK Enter 3 and compare with Cook Example
34 Example - List Press OK Select Example
35 Example - List Compare result with Cook Example
36 Example Analysis Type File > Write DB log file Enter example0410.lgw Solution > Analysis Type > New Analysis Press OK Example
37 Example HRA Analysis Options Select Full Select Amplitud+ phase Press OK Example
38 Example Define Loads Solution > Define Loads > Apply > Structural > Force/Moment > On Keypoints Select keypoint 3 Change to FX Press OK to finish Enter 3000 Example
39 Example - Freq and Substps Enter 50 Enter 160 Enter 110 Select Stepped Example
40 Example - Damping Press OK Enter 0.02 for Constant damping ratio Example
41 Solution > Solve > Current LS Example - Solve Press OK Example
42 Example - Solve Press Close Example
43 Example TimeHistory Postpro Close this dialog box Example
44 Example Define Variables Press Add Example
45 Example Add Time-History Var. Select Nodal DOF result Press OK Enter 17 Press OK Press OK Select DOF solution and Translation UX Example
46 Example Graph Variables Enter 2 to plot UX for node 17 Press OK Example
47 Example Graph Variables Example
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