Engineering Problem Solving with FEM
The Finite Element Method (FEM) is a powerful numerical technique used to solve complex engineering problems by dividing geometries into smaller, manageable elements. This approach enables accurate analysis of structures, heat transfer, fluid flow, and electromagnetic phenomena in computational engineering applications.
Element Formulation
FundamentalMathematical formulation of finite elements, including shape functions, stiffness matrices, and element connectivity for structural analysis.
Key Applications:
Mesh Generation
IntermediateCreating computational grids and element connectivity for complex geometries, ensuring quality and convergence properties.
Key Applications:
Galerkin Method
AdvancedWeighted residual method for converting partial differential equations into algebraic systems using finite element basis functions.
Key Applications:
Linear Solvers
IntermediateEfficient solution techniques for large sparse linear systems arising from finite element discretizations.
Key Applications:
Nonlinear Analysis
AdvancedAdvanced techniques for handling material nonlinearity, geometric nonlinearity, and contact problems in finite element analysis.
Key Applications:
Error Estimation
AdvancedA posteriori error estimation and adaptive mesh refinement strategies for improving solution accuracy and computational efficiency.
Key Applications:
Academic Foundation
Computational Engineering Focus
- • Advanced structural analysis and mechanics
- • Multi-physics simulations and coupling
- • High-performance computing applications
- • Optimization and design methodologies
Implementation Experience
- • C++ finite element solver development
- • Matrix assembly and sparse linear algebra
- • Parallel computing and domain decomposition
- • Mesh generation and adaptive refinement
Interactive FEM Examples
Finite Element Method Implementations
Basic finite element formulation for a 1D linear element with shape functions and stiffness matrix.
1D Finite Element Analysis - Linear Bar ============================== Number of nodes: 4 Number of elements: 3 Global stiffness matrix: [[ 1. -1. 0. 0.] [-1. 2. -1. 0.] [ 0. -1. 2. -1.] [ 0. 0. -1. 1.]] Displacements: Node 0: u = 0.000000 Node 1: u = 10.000000 Node 2: u = 20.000000 Node 3: u = 30.000000 Element stresses (E=1.0): Element 0: strain = 10.000000, stress = 10.000000 Element 1: strain = 10.000000, stress = 10.000000 Element 2: strain = 10.000000, stress = 10.000000