Finite Element MATLAB Code for Solving Boundary Value Problems

In summary, the conversation discusses a problem involving a differential equation and boundary conditions. The solution to the problem is formulated using a MATLAB code and a plot is created. The code is then modified to incorporate additional boundary conditions.
  • #1
squenshl
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4

Homework Statement


Consider the problem
$$-u''\left(x\right) = 1, \;\; 0 < x < 3, \;\; u \left(0\right) = 0, \; -u' \left(3\right) = u\left(3\right)+1.$$
Formulate a MATLAB code to produce the solution and plot the solution from 0 to 3.

Homework Equations


The Attempt at a Solution


Multiply by a function v and integrating from 0 to 3 to get
$$v \left(3 \right)u \left(3 \right)+v \left(3 \right)+u'\left(0\right)v \left(0 \right)+\int_0^3 v'u' \; dx = \int_0^3 v \;dx$$
In this case the bilinear form is
$$a\left(u,v\right) = v \left(3 \right)u \left(3\right)+u'\left(0 \right)v\left(0 \right) + \int_0^3 v'u' \; dx$$
and the linear functional is
$$F(v) = \int_0^3 v \; dx - v\left(3\right).$$
The variational formulation is to find u such that $$a\left(u,v\right) = F(v).$$
I produced a MATLAB plot when we have the following boundary conditions
$$u(0) = 0, u(3) = 1$$
given in the attached file. Note that here we have the full stiffness matrix K, which involves the integrals
$$\phi_0 \quad \text{and} \quad \phi_n$$
and is useful for Neumann and Robin BVPs. The actual coefficient matrix A for the Dirichlet BVP is the matrix obtained by deleting the first and last rows and columns of K. The function f is defined
separately given by f.m. How do I alter the code to incorporate the boundary conditions at x = 3. I know that there must be an extra part in the line K = spdiags... to make the matrix of boundary terms in a(u,v) and we delete the line A = ... and we alter the 3 lines that make the load vector bd = ... given in F(v). Someone please help.
 

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  • #2
I am completely lost.
 

1. What is Finite Element Analysis (FEA) and how is it used in MATLAB?

Finite Element Analysis (FEA) is a numerical method used to solve complex engineering problems by dividing the problem into smaller, simpler elements. MATLAB is a programming tool that provides a platform for implementing FEA algorithms and analyzing the results.

2. What are the benefits of using MATLAB for Finite Element Analysis?

MATLAB offers a user-friendly interface and a wide range of built-in functions for FEA computations, making it easier for scientists and engineers to efficiently analyze and solve complex problems. It also allows for easy visualization of results and the ability to integrate with other software and tools.

3. Can MATLAB handle large and complex FEA problems?

Yes, MATLAB has the capability to handle large and complex FEA problems. It has powerful built-in functions and the ability to handle large amounts of data, making it suitable for solving even the most challenging problems in various fields such as structural analysis, heat transfer, and fluid dynamics.

4. Is it necessary to have prior knowledge of MATLAB to use it for Finite Element Analysis?

While prior knowledge of MATLAB can be helpful, it is not necessary to have extensive knowledge of the software to use it for FEA. MATLAB has a user-friendly interface and offers detailed documentation and tutorials for its FEA functions, making it accessible to users with varying levels of experience.

5. Are there any limitations to using MATLAB for Finite Element Analysis?

While MATLAB is a powerful tool for FEA, it may not be the best option for all types of problems. It may not be suitable for problems that require extensive customization or involve extremely large datasets. In such cases, other specialized FEA software may be more suitable.

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