





Study with the several resources on Docsity
Earn points by helping other students or get them with a premium plan
Prepare for your exams
Study with the several resources on Docsity
Earn points to download
Earn points by helping other students or get them with a premium plan
This assignment solution was submitted to Amar Sharma for Finite Element Method course at Aligarh Muslim University. It includes: Stress, Distribution, Beam, Elements, Two, Discretization, Slope, Nodes, Selection, Displacement, Model
Typology: Exercises
1 / 9
This page cannot be seen from the preview
Don't miss anything!






The given beam has been discretized into two elements as shown in figure 2. The variables W 1 and W 3 are displacements at node 1 and 2 respectively and W 2 and W 4 are slope at nodes 1 and 2 respectively.
Since the displacement solution of a complex structure under any specified load conditions cannot be predicted exactly, we assume some suitable solution within an element to approximate the unknown solution. The assumed solution must be simple from a computational standpoint, but it should satisfy certain convergence requirements. In general, the solution or the interpolation model is taken in the form of a polynomial. In this problem there are four variables in each element as shown in figures above therefore assuming a solution as under.
by calculating the unknown in equation (1) we get the final equation
Figure 1.
Figure 2
Let
Then
By squiring
This can be arranged into matrix form as,
Now,
Now integrating each term one by one
First term,
Similarly, second term,
Similarly all the other terms are calculated, we get
Therefore,
Also global displacement vector,
And global load vector,
Hence since,
Therefore,
Now applying boundary conditions that are W 1 =W 2 =W 5 =0. P 3 = P, P 6 = P 4 = 0. Hence,
Eliminating the row and column corresponding to W 1 , W 2 , and W 5
Simplifying the equations
Hence we get three equations.
From these three equations we get
Also from (a),
Where