lecture-intro to fea
TRANSCRIPT
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330:155g Finite ElementAnalysis
Nageswara Rao Posinasetti
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1. Introduction
Finite element analysis is a computer-based numerical technique that is used tosolve stress analysis, heat transfer, fluidflow and other types of engineeringproblems.
Real power is in its ability to solveproblems that do not fit any standardformula.
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Before FEA
Tested till failure before the availability of
FEM.
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Before FEA
Problems are simplified using certain
approximations before the availability ofFEM.
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1. Introduction
It involves partitioning of a structure into afinite number of elements Divide and Conquer
Elements are connected to one another atthe corner points These corner points are called nodes or nodal
points
Each element is a simple geometric shape Triangle, Quadrilateral, etc.
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1. Introduction
In order to completely define a finite
element model Nodal points
Elements
Loads
Supports
Element related data
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1. Introduction
FEA program formulates the equations forsolutions
A nodal point can have upto 6 degrees of freedom
3 translational (x, y, z) and 3 rotational
An equilibrium equation for each degree of freedom
Equations are solved for displacement at eachnodal point
Displacements are then used to evaluate thestresses
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1. Introduction
For the model to accurately represent the
physical part, the number of elementsshould be large.
Type of element should be correctlychosen
Boundary conditions should be correctly
applied.
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1. Introduction
Process of data preparation is tedious and
long.
It is called pre-processing
Results obtained are also voluminous
It is called post-processing
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Steps in finite element analysisprocess
Pre-processing
Define the model
Discretize the part defining nodal points andelements
Define element properties, material propertiessuch as density, modulus elasticity, etc.
Specify the boundary conditions
Specify the loads
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Preprocessor
Modelling of the geometry
Generating the finite element mesh by making asuitable approximation to the geometry
Calculates the nodes and elemental properties
Allows for the specification of the supportcondition and loading conditions for theindividual element positions.
Allows the material properties to be specified.
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Analysis
Formulates the equations that describe
each elements stiffness and assembles allof the equations so that they form a set ofsimultaneous equations
Solves the system of equations for thedisplacement at each nodal point
Uses the nodal point displacements tosolve for stress within each element
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Results
Results generated from the analysis arevoluminous depending upon the number ofelements considered.
For proper understanding one has to gothrough all the data tables.
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Postprocessor
Post processing involves the ability to go
through a large amount of data generatedduring the solving process and convert it
into an easily understood form for thedesign purpose.
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1.2 Library of Element Types
Depending upon the part geometry and
the type of analysis required a number ofdifferent types of elements are available inFEA
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2-node linear3-node quadratic
3-node linear 6-node quadratic 4 -n od e li ne ar 8- no de q ua dr at ic
4-node linear 10-node quadratic
a) one dimensional
b) Two dimensional
c) Three dimensional
Triangular Quadrilateral
Tetrahedral
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1.3 Advantages of using FEA
Irregular shaped parts
Parts made from different materialsIrregularly placed loads
Large number of supports
Provides results throughout the part (allpoints)
Easy to change the model
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Why Use FEA?Provides a non-destructivemeans of testing products.
Faster prototyping for what
if scenarios.
Design optimization.
Speed up time to market byshortening the design cycle.
Courtesy Algor Inc,Pittsburgh
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Best Practices
FEA requires engineering judgment.
In the best case, you should know theapproximate answer before you begin.
Proper selection of elements, materials,loads, constraints and analysis parameterscomes from experience.
Courtesy Algor Inc,Pittsburgh
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Best Practices
Understand that the computer modelnever matches reality (its only anapproximation).
The surest route to failure in FEA is tounderestimate the complexity of the
technology.
Courtesy Algor Inc,Pittsburgh
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Aerospace Industry
Orbital Technologies Corporation The above illustration shows how engineers
analyzed a Biomass Production System toconduct biotechnology plant research.
FEA in Different Industries
Courtesy Algor Inc,Pittsburgh
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FEA in Different Industries
Automotive Industry
Danly Engineering Services, Division of Enprotech
Mechanical Services, Inc.
The above illustration shows how engineers analyzed a
power press with additional cutouts.Courtesy Algor Inc,
Pittsburgh
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FEA in Different Industries
Biomedical Industry
Ophthalmic Consultants of Boston and theTufts University School of Medicine
The above illustration shows stresses on an eye as itunderwent a 30saccadic eye movement. This was
modeled to help understand why retinal detachments occur.Courtesy Algor Inc,Pittsburgh
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FEA in Different Industries
Power/Utility Industry
Cronulla Sewage Treatment Plant
The above illustration shows how engineers modeled a pipingsystem to verify that the number of bellows could safely bereduced by using lightweight, spiral-wound stainless steel. Thisallowed them to keep a $90 million sewage treatment plantupgrade on budget.
Courtesy Algor Inc,Pittsburgh
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1.4 Historical Development
Concept first appeared in 1956
Name Finite Element is used in 1960 byClough
1970s large programs running inmainframe computers
1980s moved to personal computers andwidespread use
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CAD to FEA
There are many approaches for integratingCAD systems to FEA
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CAD System
Geometricmodeller
Pre-Processor
CADGeometry
FE Mesh
FullFEM model
FEAnalysis
FE Pre-Processor
FE PostProcessor
Inventor to Algor
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Geometric
modellerFE
Analysis
FE Pre-
Processor
FE Post
Processor
Integrated FEA System, e.g. Algor
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Design problem
Select a round bar to be constructed from an AISI 1020cold-drawn steel to support the 300-pound ball. Assumea safety factor of 2, and determine the deflection for thesize selected
Yield stress = 61,000 psi
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Design problem
Cantilever beam
Max bending moment = 300 x 36
= 10,800 in-lb
Stress in the beam, S = M/ZS = 10,800 x 32 / ( d3)
Allowable stress = 61,000 / 2 = 30,500 psi
Equating the above two, and solving
d = 1.533 in = 1.625 in (preferred size)
Deflection = -FL3/ (3EI) = 0.455 in
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Problem using FEA
Start with 2 in dia; Max stress = 13,751 lower thanthe allowable 30,500 psi
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Problem using FEA (contd..)
Next try 1.5 in dia; Max stress = 32,599 higherthan the allowable 30,500 psi
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Problem using FEA (contd..)
Next try 1.625 in dia; Max stress = 25,635 lowerthan the allowable 30,500 psi - Acceptable
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Problem using FEA (contd..)
For 1.625 in dia; Max displacement = 0.47 inCompare this to analytical solution of 0.455 in, a3% error
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Analytical Problem Solving Process
Establish clearly defined goal
Compile and qualify the inputs
Solve the problem with the mostappropriate means
Verify and document the results
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What is the goal of the Analysis?
The decisions to be made
How important is the exact solution to theproblem? This will help in identifying the precision of the
inputs to the problem.
What information from the analysis willhelp in taking the engineering decision When can you stop analyzing?
Which shortcuts are allowed?
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Common Misconceptions
Meshing is everything Current preprocessor are efficient and generally give
good meshes. But that is not the end since it is onlyan input.
Boundary conditions and forces are added by theuser. The accuracy of the results depend to a greatextent on them.
FEA replaces testing Depends on the confidence in the analytical methods
used.
There is no guarantee that the results are accurate.
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Common Misconceptions
Finite element analysis is easy
Dont underestimate the complexity of theproblem.
Dont jump to conclusions too quickly.
Some little experiments may be required togauge the forces and reactions in the part.
Interpreting the results is also an importanttask.
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Common Misconceptions
Finite element analysis is hard
It is estimated that 20% creativity and 80%hard work and patience.
Learned through more practice
Learning the interface equals learning FEA
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Questions orComments?
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Exercises
Define the terms: nodal point, element and degree of freedom
What does the term discretization mean in the finite elementmethod?
List three different material properties that must be defined for each
of the element.
Explain why the computer is necessary in the use of the finiteelement method.
Explain why computer graphic techniques are used during the postprocessing phase of a finite element analysis. What is the alternative
to using these graphical displays?
What advantage would a company derive by performing a finiteelement analysis of an existing part, which can be strain gauged and
tested in a lab?