Eigenvalue formulation to find the principal stresses, directions

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Discussion Overview

The discussion revolves around the application of eigenvalue formulation to determine the principal stresses and directions from a given three-dimensional state of stress in a machine member. Participants are exploring the mathematical steps involved in finding eigenvalues and eigenvectors, as well as visualizing the results using Mohr’s circle and MATLAB.

Discussion Character

  • Homework-related
  • Mathematical reasoning

Main Points Raised

  • One participant presents a stress matrix and seeks assistance in finding the principal directions after calculating the eigenvalues.
  • Another participant explains the process of using the eigenvalue equation (A - S*I)*X = 0 to find eigenvectors corresponding to the eigenvalues, providing a specific example with the third eigenvalue.
  • A participant confirms the need to apply the same method for the other two eigenvalues to find their corresponding eigenvectors.

Areas of Agreement / Disagreement

Participants generally agree on the method to find eigenvectors from eigenvalues, but the discussion remains unresolved regarding the complete process and results for all eigenvalues.

Contextual Notes

Participants express uncertainty about the steps required to solve for eigenvectors and the normalization process, indicating potential gaps in understanding or missing details in the mathematical approach.

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Homework Statement



3.) Stress analysis at a critical point in a machine member gives the three-dimensional state of stress in MPa as the following:

y =

[ 105 0 0
0 -140 210
0 210 350 ]
Using the eigenvalue formulation to find the principal stresses (eigenvalues) and principal directions (eigenvectors). Show these stresses on a properly oriented element. Use the three-dimensional Mohr’s circle to obtain the maximum shear stress and show this on a properly oriented element. Repeat this problem using MATLAB.

Homework Equations



I can do all except finding the directions. I'm not sure how to find that. Do i just plug back my eigenvalues into mhy homogeneous eqn?

The Attempt at a Solution

skipping some steps:

det( 105 - s 0 0
0 -140 - s 210 = [0]
0 210 350 - s )

Solving for S (using characteristic eqn): S = 105, 427.68, -217.68
These are my eigenvalues.

In a previous step, my homogeneous eqn was:

[ 105 - s 0 0
0 -140 - s 210 * [l;m;n] = [0]
0 210 350 - s ]

If i plug my S values back in, i don't know how to solve.
 
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As you mentioned, the equation for, e.g., your third eigenvalue, S3 = -217.684056, is (A - S3*I)*X = 0, where I = identity matrix, A is your given matrix under item 1, and X = eigenvector column vector (x1,x2,x3). Therefore, solve for x1, x2, and x3 in the following. The equation (A - S3*I)*X = 0, for your third eigenvalue, is as follows.

[322.684056 0.0 0.0]
[0.0 77.684056 210.0]*(x1,x2,x3) = (0,0,0)
[0.0 210.0 567.684056]

First, you need to get the above system of equations in row-reduced form. If you are not familiar with row-reduced form, look it up in your linear algebra textbook. In row-reduced form, the above system of equations becomes as follows.

[1.0 0.0 0.0]
[0.0 1.0 2.7032574]*(x1,x2,x3) = (0,0,0)
[0.0 0.0 0.00000]

Therefore, e.g., let x2 = t. Thus, the second equation (row) shown above, 0*x1 + x2 + 2.7032574*x3 = 0, becomes 0 + t + 2.7032574*x3 = 0; and solving for x3 gives x3 = -0.369924*t. The first equation (row) shown above, x1 + 0*x2 + 0*x3 = 0, becomes x1 + 0*t + 0*t = 0; and solving for x1 gives x1 = 0*t. Normalizing the current results, we have (0.0,1.0,-0.369924)*t/sqrt(0.0^2 + 1.0^2 + 0.369924^2), for t not equal to zero. Therefore, the eigenvector corresponding to your third eigenvalue (S3 = -217.684056) is X = (0.0,0.937885,-0.346946).
 
ah that rings a bell. So i also have to do thv same thing for my other two eigenvalues too?
 
Yes.
 

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