00:01
We can start by assuming a linear interrelation function for the temperature within the element.
00:07
So this is t of x is equal to n1 of x, t1 plus n2 of x, t2 of x.
00:31
So t of x is the temperature, any point x within the element, n1 of x, and n2 of x are the shape functions for the two nodes.
00:41
And then t1 and t2 are the nodal temperatures.
00:46
For a two node, for a two node linear element, the shape functions are n1 of x is equal to l minus x divided by l, and n2 of x is equal to x divided into l.
01:18
So l is the length of the element.
01:24
Now we can substitute the assumed temperature distribution into the governing equation.
01:29
So that is a sub k, n1, prime.
01:48
Then we have t1 plus n2 prime, t2 plus q is equal to zero, and then we have the double prime here.
02:12
All right, so now integrating this equation over the element length and applying galkyrrins method, we obtained the, finite elemental equation.
02:30
So this will be just the k and t is equal to f.
02:51
So k is the element stiffness matrix.
02:54
T is the vector of nodal temperatures.
02:58
F is the element force vector.
03:02
The statements of the stiffness matrix and force vector are we have k, i, and that's the j is equal to the integral of a, k, n -i double prime n -j -d -x and f sub -i is the integral of q n -i -d -x.
04:09
So evaluating these integrals and assembling the element equations for all elements leads to the global system of equations for the entire fin.
04:18
So next we can determine the nodal temperature and also focus on the element stiffness matrices and force vectors.
04:27
For the two element discretization, we have element one.
04:34
We call this e1...