- •Copyright Notice
- •Table of Contents
- •Chapter 1. Introduction
- •I. Basic Concepts
- •Examples:
- •Why Finite Element Method?
- •Applications of FEM in Engineering
- •Examples:
- •A Brief History of the FEM
- •FEM in Structural Analysis (The Procedure)
- •Example:
- •Available Commercial FEM Software Packages
- •Objectives of This FEM Course
- •II. Review of Matrix Algebra
- •Linear System of Algebraic Equations
- •Matrix Addition and Subtraction
- •Scalar Multiplication
- •Matrix Multiplication
- •Transpose of a Matrix
- •Symmetric Matrix
- •Unit (Identity) Matrix
- •Determinant of a Matrix
- •Singular Matrix
- •Matrix Inversion
- •Examples:
- •Solution Techniques for Linear Systems of Equations
- •Positive Definite Matrix
- •Differentiation and Integration of a Matrix
- •Types of Finite Elements
- •III. Spring Element
- •One Spring Element
- •Spring System
- •Checking the Results
- •Notes About the Spring Elements
- •Example 1.1
- •Chapter 2. Bar and Beam Elements
- •I. Linear Static Analysis
- •II. Bar Element
- •Stiffness Matrix --- Direct Method
- •Stiffness Matrix --- A Formal Approach
- •Example 2.1
- •Example 2.2
- •Distributed Load
- •Bar Elements in 2-D and 3-D Space
- •2-D Case
- •Transformation
- •Stiffness Matrix in the 2-D Space
- •Element Stress
- •Example 2.3
- •Example 2.4 (Multipoint Constraint)
- •3-D Case
- •III. Beam Element
- •Simple Plane Beam Element
- •Direct Method
- •Formal Approach
- •3-D Beam Element
- •Example 2.5
- •Equivalent Nodal Loads of Distributed Transverse Load
- •Example 2.6
- •Example 2.7
- •FE Analysis of Frame Structures
- •Example 2.8
- •Chapter 3. Two-Dimensional Problems
- •I. Review of the Basic Theory
- •Plane (2-D) Problems
- •Stress-Strain-Temperature (Constitutive) Relations
- •Strain and Displacement Relations
- •Equilibrium Equations
- •Exact Elasticity Solution
- •Example 3.1
- •II. Finite Elements for 2-D Problems
- •A General Formula for the Stiffness Matrix
- •Constant Strain Triangle (CST or T3)
- •Linear Strain Triangle (LST or T6)
- •Linear Quadrilateral Element (Q4)
- •Quadratic Quadrilateral Element (Q8)
- •Example 3.2
- •Transformation of Loads
- •Stress Calculation
- •I. Symmetry
- •Types of Symmetry:
- •Examples:
- •Applications of the symmetry properties:
- •Examples:
- •Cautions:
- •II. Substructures (Superelements)
- •Physical Meaning:
- •Mathematical Meaning:
- •Advantages of Using Substructures/Superelements:
- •Disadvantages:
- •III. Equation Solving
- •Direct Methods (Gauss Elimination):
- •Iterative Methods:
- •Gauss Elimination - Example:
- •Iterative Method - Example:
- •IV. Nature of Finite Element Solutions
- •Stiffening Effect:
- •V. Numerical Error
- •VI. Convergence of FE Solutions
- •Type of Refinements:
- •Examples:
- •VII. Adaptivity (h-, p-, and hp-Methods)
- •Error Indicators:
- •Examples:
- •Chapter 5. Plate and Shell Elements
- •Applications:
- •Forces and Moments Acting on the Plate:
- •Stresses:
- •Relations Between Forces and Stresses
- •Thin Plate Theory ( Kirchhoff Plate Theory)
- •Examples:
- •Under uniform load q
- •Thick Plate Theory (Mindlin Plate Theory)
- •II. Plate Elements
- •Kirchhoff Plate Elements:
- •Mindlin Plate Elements:
- •Discrete Kirchhoff Element:
- •Test Problem:
- •Mesh
- •III. Shells and Shell Elements
- •Example: A Cylindrical Container.
- •Shell Theory:
- •Shell Elements:
- •Curved shell elements:
- •Test Cases:
- •Chapter 6. Solid Elements for 3-D Problems
- •I. 3-D Elasticity Theory
- •Stress State:
- •Strains:
- •Stress-strain relation:
- •Displacement:
- •Strain-Displacement Relation:
- •Equilibrium Equations:
- •Stress Analysis:
- •II. Finite Element Formulation
- •Displacement Field:
- •Stiffness Matrix:
- •III. Typical 3-D Solid Elements
- •Tetrahedron:
- •Hexahedron (brick):
- •Penta:
- •Element Formulation:
- •Solids of Revolution (Axisymmetric Solids)
- •Axisymmetric Elements
- •Applications
- •Chapter 7. Structural Vibration and Dynamics
- •I. Basic Equations
- •A. Single DOF System
- •B. Multiple DOF System
- •Example
- •II. Free Vibration
- •III. Damping
- •IV. Modal Equations
- •V. Frequency Response Analysis
- •VI. Transient Response Analysis
- •B. Modal Method
- •Cautions in Dynamic Analysis
- •Examples
- •Chapter 8. Thermal Analysis
- •Further Reading
Lecture Notes: Introduction to Finite Element Method |
Chapter 1. Introduction |
II. Review of Matrix Algebra
Linear System of Algebraic Equations
a11 x1 +a12 x2 +...+a1n xn = b1 a21 x1 + a22 x2 +...+a2n xn = b2
.......
an1 x1 +an2 x2 +...+ann xn = bn where x1, x2, ..., xn are the unknowns.
In matrix form:
Ax = b
where
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A is called a n×n (square) matrix, and x and b are (column) vectors of dimension n.
(1)
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© 1997-2003 Yijun Liu, University of Cincinnati |
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Lecture Notes: Introduction to Finite Element Method |
Chapter 1. Introduction |
Row and Column Vectors
w1 v = [v1 v2 v3 ] w = w2w3
Matrix Addition and Subtraction
For two matrices A and B, both of the same size (m×n), the addition and subtraction are defined by
C = A + B |
with |
cij = aij +bij |
D = A −B |
with |
dij = aij −bij |
Scalar Multiplication
λA = [λaij ]
Matrix Multiplication
For two matrices A (of size l×m) and B (of size m×n), the product of AB is defined by
m
C = AB with cij = ∑aik bkj k =1
where i = 1, 2, ..., l; j = 1, 2, ..., n.
Note that, in general, AB ≠ BA, but (AB)C = A(BC) (associative).
© 1997-2003 Yijun Liu, University of Cincinnati |
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Lecture Notes: Introduction to Finite Element Method |
Chapter 1. Introduction |
Transpose of a Matrix
If A = [aij], then the transpose of A is
A T = [a ji ]
Notice that (AB)T = BT AT .
Symmetric Matrix
A square (n×n) matrix A is called symmetric, if
A = A T |
or |
aij = a ji |
Unit (Identity) Matrix
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Note that AI = A, Ix = x.
Determinant of a Matrix
The determinant of square matrix A is a scalar number denoted by det A or |A|. For 2×2 and 3×3 matrices, their determinants are given by
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and
© 1997-2003 Yijun Liu, University of Cincinnati |
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Lecture Notes: Introduction to Finite Element Method |
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Chapter 1. Introduction |
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a11 a12 |
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det a |
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33 |
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23 31 |
21 32 |
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− a13a22a31 − a12a21a33 − a23a32a11
Singular Matrix
A square matrix A is singular if det A = 0, which indicates problems in the systems (nonunique solutions, degeneracy, etc.)
Matrix Inversion
For a square and nonsingular matrix A (det A ≠ 0), its inverse A-1 is constructed in such a way that
AA −1 = A −1 A = I
The cofactor matrix C of matrix A is defined by
Cij = (−1)i + j Mij
where Mij is the determinant of the smaller matrix obtained by eliminating the ith row and jth column of A.
Thus, the inverse of A can be determined by
A −1 = det1A CT
We can show that (AB)−1 = B−1A−1 .
© 1997-2003 Yijun Liu, University of Cincinnati |
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