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Showing posts with label FE equation. Show all posts
Showing posts with label FE equation. Show all posts

May 25, 2013

Boundary Conditions (BCs) vs. Displacement BCs in FEM

This post aims to address the question that arises when one cannot distinguish between boundary conditions (BCs) and displacement BCs in the flowchart of FEM process.

Since FEM is all about solving the FE equation in matrix form, we approach this question using the classic FE equation of a linear elastic problem, KU = f. Let us assume it expands to look like Figure 1:
Figure 1: FE Equation of a linear elastic problem, KU = f
We can now interpret the difference between BCs and displacement BCs from the physical and mathematical perspectives:

May 10, 2013

Steps in FEM: An Overview

Figure 1 is a flowchart illustrating the FEM process for a linear static problem (the concept is similar to more complex problems):
Figure 1: A finite element method process for solving linear static problems (Click to enlarge)
Brief explaination of the different stages in Figure 1: