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Introduction to the Finite Element Method Spring 2010
Course Objectives ,[object Object]
Assessment ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Fundamental Course Agreement ,[object Object],[object Object],[object Object],[object Object],[object Object]
References ,[object Object],[object Object],[object Object],[object Object]
Numerical Solution of Boundary Value Problems Weighted Residual Methods
Objectives ,[object Object],[object Object],[object Object]
Why Approximate? ,[object Object],[object Object],[object Object],[object Object],[object Object]
Classification of Approximate Solutions of D.E.’s ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Distributed Coordinate Methods ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Basic Concepts ,[object Object],[object Object],[object Object]
Basic Concepts ,[object Object],Residue
Handling the Residue ,[object Object],[object Object]
Collocation Method ,[object Object],[object Object]
Collocation Method
Example Problem
The bar tensile problem
Bar application Applying the collocation method
In Matrix Form Solve the above system for the “generalized coordinates” a i  to get the solution for u(x)
Notes on the trial functions ,[object Object],[object Object],[object Object]
Using Admissible Functions  ,[object Object],[object Object]
Using the function into the DE: ,[object Object],[object Object]
Solving: ,[object Object],[object Object],[object Object]
The Subdomain Method (free reading) ,[object Object]
The Subdomain Method
Bar application Applying the subdomain method
In Matrix Form Solve the above system for the “generalized coordinates” a i  to get the solution for u(x)
The Galerkin Method ,[object Object],[object Object]
The Galerkin Method
Bar application Applying Galerkin method
In Matrix Form Solve the above system for the “generalized coordinates” a i  to get the solution for u(x)
Same conditions on the functions are applied ,[object Object],[object Object],[object Object]
Substituting with the approximate solution:
Substituting with the approximate solution: (Int. by Parts) Zero!
What did we gain? ,[object Object],[object Object],[object Object]
Summary ,[object Object],[object Object],[object Object],[object Object]
NOTE ,[object Object],[object Object],[object Object]
Report Should Include … ,[object Object],[object Object],[object Object],[object Object]
Homework #1 ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Exact Solution
The Finite Element Method 2 nd  order DE’s in 1-D
Objectives ,[object Object],[object Object]
The Mathematical Model ,[object Object],[object Object]
Step #1: Discretization ,[object Object],[object Object],[object Object]
Step #2: Element Equations ,[object Object],[object Object]
Polynomial Approximation ,[object Object],[object Object]
Polynomial Approximation ,[object Object]
Polynomial Approximation
Step #2: Element Equations (cont’d) ,[object Object],[object Object]
Step #2: Element Equations (cont’d) ,[object Object],[object Object]
Step #2: Element Equations (cont’d) ,[object Object],[object Object]
Step #2: Element Equations (cont’d) ,[object Object],[object Object]
What happens for adjacent elements?
Homework #2 ,[object Object],[object Object],[object Object]
Finite Element Procedure ,[object Object],[object Object],[object Object]
Objectives ,[object Object],[object Object],[object Object]
Recall ,[object Object],[object Object]
Two–Element example
Illustration: Bar application ,[object Object],[object Object]
Performing Integration: Note that if the integration is evaluated from 0 to h e , where h e   is the element length, the  same results will be obtained .
Two–Element bar example
Applying Boundary Conditions
Applying BC’s ,[object Object]
Solving ,[object Object],[object Object]
Secondary Variables ,[object Object]
Secondary Variables ,[object Object],[object Object]
Summary ,[object Object],[object Object]
Homework #3 ,[object Object],[object Object]
Bars and Trusses
Objectives
Bar Example (Ex. 4.5.2, p. 187) ,[object Object],[object Object],[object Object]
Bar Example ,[object Object],[object Object]
Bar Example ,[object Object],[object Object]
Bar Example ,[object Object],[object Object]
Bar Example ,[object Object],[object Object]
Reading Task ,[object Object]
Trusses ,[object Object],[object Object]
Trusses ,[object Object]
Equation of Motion
Transformation Matrix
The Equation of Motion Becomes ,[object Object],[object Object],[object Object]
Recall Where:
Element Stiffness Matrix in Global Coordinates
Element Stiffness Matrix in Global Coordinates
Example: 4.6.1 pp. 196-201 ,[object Object]
Element Equations
Assembly Procedure
Global Force Vector Remember! NO distributed load is applied to a truss
Boundary Conditions Remove  the corresponding rows and columns Continue!  (as before)
Results
Postcomputation
Postcomputation
Summary ,[object Object]
Homework #5 ,[object Object],[object Object],[object Object],[object Object]
Announcements ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Term Projects ,[object Object],[object Object]
The Report should contain: ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
The Report should contain: ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
The Report should contain: ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Evaluation ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Projects ,[object Object],[object Object],[object Object],[object Object],[object Object]
Heat transfer in a 2-D heat sink ,[object Object],[object Object],[object Object],[object Object]
2-D flow around a blunt body in a wind tunnel ,[object Object],[object Object],[object Object],[object Object]
Vibration characteristics of a pipe with internal fluid flow ,[object Object],[object Object]
Panel flutter of a beam ,[object Object],[object Object],[object Object]
Rotating Timoshenko beam/blade ,[object Object],[object Object]
Teams ,[object Object],[object Object]
Work Progress ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Beams and Frames
Beams and Frames ,[object Object],[object Object],[object Object],[object Object],[object Object]
Euler-Bernoulli Beam Theory ,[object Object],[object Object]
Governing Equation ,[object Object]
The Thin-Beam Elements ,[object Object]
Beam Interpolation Function
Beam Interpolation Function
Beam Interpolation Function
Beam Interpolation Function
Beam Interpolation Function
Interpolation Functions
Beam Stiffness Matrix ,[object Object],[object Object]
Beam Stiffness Matrix ,[object Object],[object Object]
Beam Stiffness Matrix ,[object Object],[object Object]
Use of Symbolic Manipulator Beam Example
Optional  Homework #6 ,[object Object],[object Object]
Two Dimensional Elements
2-D Elements ,[object Object],[object Object]
For the 2-D BV Problem ,[object Object],[object Object],[object Object]
A Rectangular Element ,[object Object]
Let’s follow the same procedure!
2-D Interpolation Function
2-D Interpolation Function
2-D Interpolation Function
How does this look like?
2-D Interpolation Functions
2-D Interpolation Functions
Example: Laplace Equation
Example: Laplace Equation Applying the Galerkin method and integrating by parts, the element equation becomes
The Element Equaiton
The Logistic Problem!
The Logistic Problem ,[object Object]
1-D Example ,[object Object],[object Object]
2-D Example
2-D Example
For Element #5 Global Node Number Local Node Number 5 1 6 2 9 3 8 4
Contribution of element #5 to global matrix 12 11 10 9 8 7 6 5 4 3 2 1 1 2 3 4 1,3 1,4 1,2 1,1 5 2,3 2,4 2,2 2,1 6 7 4,3 4,4 4,2 4,1 8 3,3 3,4 3,2 3,1 9 10 11 12
A Solution for the Logistics’ Problem ,[object Object]
Elements Register: Global Numbering Node Number Element Number 4 3 2 1 4 5 2 1 1 7 8 5 4 2 10 11 8 7 3 5 6 3 2 4 8 9 6 5 5 11 12 9 8 6
Algorithm for Assembling Global Matrix ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Node Number Element Number 4 3 2 1 4 5 2 1 1 7 8 5 4 2 10 11 8 7 3 5 6 3 2 4 8 9 6 5 5 11 12 9 8 6 12 11 10 9 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8 9 10 11 12

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An Introduction to the Finite Element Method