Useful Links
Computer Science
System Modeling
Finite Element Method (FEM)
1. Introduction to the Finite Element Method
2. Mathematical Foundations
3. Analysis of 1D Problems
4. Analysis of 2D and 3D Problems
5. Application in Structural and Solid Mechanics
6. Application in Heat Transfer and Other Field Problems
7. Advanced Topics in FEM
8. Practical Implementation and Software
Analysis of 2D and 3D Problems
2D Element Types and Formulations
Triangular Elements
Constant Strain Triangle
Shape Functions
Stiffness Matrix
Applications and Limitations
Linear Strain Triangle
Six-Node Formulation
Shape Functions
Improved Accuracy
Higher-Order Triangular Elements
Quadrilateral Elements
Bilinear Quadrilateral
Four-Node Formulation
Shape Functions
Rectangular Elements
Quadratic Quadrilateral
Eight-Node Formulation
Nine-Node Formulation
Serendipity Elements
Lagrangian Elements
Element Performance Comparison
3D Element Types and Formulations
Tetrahedral Elements
Linear Tetrahedron
Four-Node Formulation
Shape Functions
Volume Coordinates
Quadratic Tetrahedron
Ten-Node Formulation
Improved Accuracy
Hexahedral Elements
Linear Hexahedron
Eight-Node Formulation
Trilinear Shape Functions
Quadratic Hexahedron
Twenty-Node Formulation
Twenty-Seven-Node Formulation
Wedge Elements
Six-Node Wedge
Fifteen-Node Wedge
Pyramid Elements
Five-Node Pyramid
Thirteen-Node Pyramid
Coordinate Systems and Shape Functions
Global Coordinate System
Local Coordinate Systems
Natural Coordinate Systems
Area Coordinates for Triangles
Volume Coordinates for Tetrahedra
Isoparametric Coordinates
Shape Function Properties in 2D and 3D
Coordinate Transformation
Isoparametric Formulation
Concept and Motivation
Isoparametric Elements
Subparametric Elements
Superparametric Elements
Mapping Between Coordinate Systems
Jacobian Matrix
Definition and Calculation
Determinant Interpretation
Invertibility Requirements
Distortion Effects
Strain-Displacement Relations
B-Matrix Derivation
Geometric Interpretation
Numerical Integration
Need for Numerical Integration
Gauss Quadrature Rules
One-Dimensional Gauss Quadrature
Two-Dimensional Gauss Quadrature
Quadrilateral Domains
Triangular Domains
Three-Dimensional Gauss Quadrature
Integration Point Selection
Full Integration
Reduced Integration
Selective Integration
Integration Accuracy Requirements
Computational Efficiency Considerations
Locking Phenomena
Volumetric Locking
Shear Locking
Hourglass Modes
Previous
3. Analysis of 1D Problems
Go to top
Next
5. Application in Structural and Solid Mechanics