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Free Plate Natural Frequencies and ModeShapes using ANSYS Modal analysis
Mohammad A Gharaibeh11/12/2014
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Goal
This Lecture aims to obtain natural frequencies and mode shapesof a free isotropic plate using ANSYS Software
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Problem Description
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Problem:
Obtain natural frequencies and mode shapes offree squared isotropic plate using ANSYS Modalanalysis
Material Parameter SI units English units
Youngs modulus 73.1 GPa 10.6 MSI
Density 2780 Kg/m3 2.6*10-4 lb.sec2/in4
Poissons ratio 0.3 0.3
Be careful of this!!
Material: Aluminum
Geometry Parameter SI units (m) English units (inch)
Length (a) 0.3 12
Width (b) 0.3 12Thickness (h) 6.35*10-3 0.25
Plate Size:
We will useEnglish units
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What is ANSYS?
ANSYS is a finite element analysis (FEA) software that canbe used to solve various engineering problems.
Every analysis involves three main steps:
1. Preprocessing Create model geometry
Define material
Element type
Mesh2. Solution
Apply loads and define analysis type
Solve
3. Postprocessing
Review results
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Start ANSYS
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Start >> All Programs >> ANSYS15.0 >> Mechanical APDL 15.0
In windows 7
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ANSYS Environment
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Utility Menu: File controls, plotting, selecting parameters, etc.Input line:Allows you to type in commands directlyToolbar: Used to open and save ANSYS jobs.Main Menu:The place you will use a lot. Preprocessing, Solution and Postprocessing
Graphics window:
Where the model,Postprocessing andresults will appear.
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Start modeling - Preprocessing
In this step we will learn how:
Define Element Type.
Specify Material Parameters
Build the Model
Mesh
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Element type defines the way how do you want to mesh your model. In FEA, it dependson the problem type and it is very necessary to be selected carefully.
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Define Element Type
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Main Menu:
Preprocessor >> Element Type >> Add/Edit/Delete
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Define Element Type (contd)
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Element type window: Add
Library of Element type: Solid >> Brick 8 Node 185This is SOLID185 elementsuitable for various 3-D modeling of solid structures
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Define Element Type - Keyoption
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We need to specify little more details for this element to make match our desired problem
using element KEYOPTIONElement types window: OptionsSOLID185 element type options: Element technology (K2) >> Simple enhanced Strain
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3
2
You can testother optionsavailable andcompare withtheoreticalresults
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Specify Material Properties - 1
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Now we need to input material properties
Main Menu: Preprocessor >> Material Props >> Material Models
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Specify Material Properties - 2
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From Window appears
Material Model Number 1 >> Structural >> Linear >> Elastic >> IsotropicThen Type in your values for Youngs Modulus and Poissons ratio >> OK
1 2,3,4,5
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10.6e6equals to10.6 MSI
Take care ofyour units!
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Specify Material Properties - 3
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Specify density
Material Model Number 1 >> Structural >> DensityThen Type in your value for Density>> OKClose window (X)
Take care ofyour units!
2.6e-4 equalsto 2.6*10-41
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5
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Build Geometry - 1
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Main Menu: Preprocessor >> Modeling >> Create >>Volumes >> Block >> By dimensions
Type in your plate dimensions in x,yand zcoordinates and hit OK.Other Modeling procedure ??Try keypoints, lines, areas and end up with volume
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Build Geometry - 2
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Meshing
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Meshing is the most essential step in FEA modeling. It means that use the element type you
specified to fill in (mesh) your solid model with nodes and elements.
ImportantYou need nodes and elements for the finite element solution NOT just the
solid model weve just created. The solid model does NOT participate in the FEA solution.
It requires three steps:
Attribute element type and material properties to the solid model
Mesh Controlspecify number of divisions. Meshing the solid model (create elements and nodes)
Solid Model FEA Model
Meshing
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Main Menu: Preprocessor >> Meshing >> Mesh Attributes >>Picked volumes
Click on the Solid model
Meshing: 1- Attribution
Click on thesolid model
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Main Menu: Preprocessor >> Meshing >> Mesh Attributes >>Picked volumes
When you click on the solid model its color will turn into Purple
Now, hit OK
Meshing: 1- Attribution
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Main Menu: Preprocessor >> Meshing >> Mesh Attributes >>Picked volumes
Volume attributes window: OK
Here we specify which material and/or element type to use. In our case, it should look like:
Meshing: 1- Attribution
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In order to specify number of divisions, we need first to observe the LINES
Utility Menu: Plot >> Lines
Meshing: 2- Mesh Control
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In order to specify number of divisions, we need first to observe the LINES
Utility Menu: Plot >> Lines
Meshing: 2- Mesh Control
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In order to specify number of divisions, we need first to observe the LINES and lines NUMBERS
Plot Number Controls window: LINE >> ON
Hit OK
Meshing: 2- Mesh Control
Turn this ON
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Meshing: 2- Mesh ControlTo changes the angle of view use Dynamic Model Mode
Or simple using keyboard and mousePress and hold Ctrl + Mouse right clickFor zoomMouse scroll
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Meshing: 2- Mesh ControlAfter plotting lines and numbers we need now to divide them
Main Menu: Preprocessor >> Meshing >> Size Cntrls >> Picked LinesThen, click on the desired lines. In our case just select the in-plane 8 lines (top and bottom) of plate.Hit OK
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Meshing: 2- Mesh ControlAfter plotting lines and numbers we need now to divide them
Element size on Picked Lines window: NDIV type in 30 (or any other number of divisions)OK
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Meshing: 2- Mesh ControlWe can specify number of divisions of out-of-plane lines but ANSYS will have three divisions
from them by default, which is more than enough.
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Meshing: 3- Mesh CreationTo create mesh (elements and nodes)
Main Menu: Preprocessor >> Meshing >> Mesh >> Volumes >> Mapped >> 4 to 6 sidedClick on the model (as done previously) >> Hit OK
To plot volumes:
Utility Menu: Plot>> Volumes
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Meshing: 3- Mesh CreationThe FEA Model
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Solution step
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As discussed previously ANSYS has three main analysis step:
Preprocessing
Solution
Postprocessing
DONE!
We are here!
In solution step: Define Analysis TypeModal analysis. Loads and Boundary Conditions (BCs)
Solve the FEA model
In our case we
dont have loads
and/or BCs
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Solution: 1- Define analysis typeTo define the analysis type (which is here model analysis)Main Menu: Solution >> Analysis Type >> New AnalysisSelect Modal and OK
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Solution: 1- Define analysis typeMore analysis optionsMain Menu: Solution >> Analysis Type >> Analysis OptionsSolver: Block LanczosNumber of Modes: 20 (or else)Hit OK
Make sure to havesame number
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Solution: 1- Define analysis typeMore analysis optionsMain Menu: Solution >> Analysis Type >> Analysis OptionsSpecify frequency range that youd like to look in (make sure to be large enough)
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Solution: 2- Solve the FE modelSolutionMain Menu: Solution >> Solve >> Current LS (Load Step)OK
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Solution: 2- Solve the FE modelSolutionFor this warning hit YES - this is because we did not constrain the model
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Solution: 2- Solve the FE modelSolution is DONE!Life is Good!Hit OK and close /Status window.
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Postprocessing step
As discussed previously ANSYS has three main analysis step:
Preprocessing
Solution
Postprocessing
DONE!
In PostProcessing step: List Natural Frequencies Select mode shape you want to see Plot it!
We are here!
DONE!
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Postprocessing: 1- List Natural FrequenciesGeneral Postprocessor: Results summaryA list of natural frequencies will appear
First 6 natural frequencies will be zero oralmost zero rigid body modes (free BCs)
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Postprocessing: 1- List Natural FrequenciesIf you want to save natural frequencies as an ASCII fileFile >> Save
First 6 natural frequencies will be zero oralmost zero rigid body modes (free BCs)
Units here are in Hz!
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Postprocessing: 2- Select mode shape neededTo select which mode shape to observeMain Menu: General Postproc. >> Read results >> By load stepLSTEP = 1, SBSTEP = 7remember we have six zero modes!OK
First Mode shape
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Postprocessing: 3- Plot mode shapeTo plot mode shapeMain Menu: General Postproc. >> Plot results >> Contour Plot >> Nodal SolutionFrom tree >> DOF Solution >> Displacement vector SUMOK
First Mode shape
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Postprocessing: 3- Plot mode shapeFirst Mode shape
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Postprocessing: Other Mode Shape? Same procedureTo select which mode shape to observeMain Menu: General Postproc. >> Read results >> By load stepLSTEP = 1, SBSTEP = 8OK
Second Mode shape
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Postprocessing: Other Mode Shape? Same procedure
Second Mode shape
To plot mode shapeMain Menu: General Postproc. >> Plot results >> Contour Plot >> Nodal Solution
From tree >> DOF Solution >> Displacement vector SUMOK
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Postprocessing: Other Mode Shape? Same procedureHere is 2nd mode shapeSame procedure can be used to observe all other modes
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Postprocessing: Save a photo of a mode shapeUtility Menu: PlotCtrls >> Hard Copy >> To FileSpecify Name, file type >> OK
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Other Places to Learn ANSYS
University of Alberta: They have a very nice and user friendly tutorialhttp://www.mece.ualberta.ca/tutorials/ansys
ANSYS.com
ANSYS Verification Manual.
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http://www.mece.ualberta.ca/tutorials/ansyshttp://www.mece.ualberta.ca/tutorials/ansyshttp://www.mece.ualberta.ca/tutorials/ansys8/10/2019 Free Free Plate Modeling
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Questions??
Mohammad Gharaibeh
Email: [email protected]
If you have questions, I will be happy to assist:
mailto:[email protected]:[email protected]