Stiffness Matrix Issue: Get Help Now!

In summary, the author was trying to solve an exercise and was confused by the solution approach. He states that the symmetry is a mirror symmetry between the left and right half, but if you introduce a vertical component of the reaction force in the up direction on the left part, then the 3rd law pair on the right part is in the down direction. This breaks the symmetry and makes the diagrams impossible to match.
  • #1
Amaelle
310
54
Good day All,
while trying to solve this exercice
image1.png

I was puzzeld by the solution approach
indeed, they use the symmetry of the structure, they have made a cut on the hinge where the force F is applied (the force F has been divided by 2 for the symmetry reason), and ONLY replace it with a HORIZONTAL REACTION!
according to my basic understanding, when we do a cut in a hinge we replace it with two reactions HORIZONTAL and VERTICAL!
image2.png

Any help would be highly appreciated !
Thanks
 

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  • #2
A vertical reaction would break the symmetry.
 
  • #3
thanks for your prompt answer, but could you elaborate more?
 
  • #4
The symmetry is a mirror symmetry between the left and right half. If you mirror the free-body diagrams of the left and right parts, they should transform into each other. However, if you introduce a vertical component of the reaction force in the up direction on the left part, then the 3rd law pair on the right part is in the down direction. Mirroring the diagrams therefore does not give you back the same diagrams as you will get a left part with the force in the down direction and a right part with the force in the up direction. Thus, any reaction force in the vertical direction breaks the symmetry.
 
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Likes Amaelle
  • #5
Orodruin said:
The symmetry is a mirror symmetry between the left and right half. If you mirror the free-body diagrams of the left and right parts, they should transform into each other. However, if you introduce a vertical component of the reaction force in the up direction on the left part, then the 3rd law pair on the right part is in the down direction. Mirroring the diagrams therefore does not give you back the same diagrams as you will get a left part with the force in the down direction and a right part with the force in the up direction. Thus, any reaction force in the vertical direction breaks the symmetry.
Thanks a million!
 

Related to Stiffness Matrix Issue: Get Help Now!

1. What is a stiffness matrix issue?

A stiffness matrix issue refers to a problem with the stiffness matrix, which is a mathematical representation of the stiffness of a structure or material. It is commonly used in structural analysis and can affect the accuracy of the results.

2. What causes stiffness matrix issues?

Stiffness matrix issues can be caused by a variety of factors, such as incorrect input data, modeling errors, or numerical errors in the analysis process. They can also be caused by physical changes to the structure, such as damage or deformation.

3. How can I identify and diagnose a stiffness matrix issue?

To identify a stiffness matrix issue, you can compare the results of your analysis with known or expected values. If there is a significant difference, it could indicate a stiffness matrix issue. To diagnose the issue, you can check for errors in your input data, review your modeling techniques, and use numerical methods to identify potential errors.

4. What are the consequences of a stiffness matrix issue?

The consequences of a stiffness matrix issue can vary depending on the severity and type of issue. Inaccurate stiffness values can lead to incorrect structural analysis results, which can impact the safety and stability of a structure. It can also result in unnecessary costs and delays in construction projects.

5. How can I resolve a stiffness matrix issue?

To resolve a stiffness matrix issue, you can carefully review your input data and modeling techniques to identify and correct any errors. You may also need to use advanced numerical methods to improve the accuracy of your analysis. Consulting with a structural engineer or seeking help from a software provider can also be helpful in resolving stiffness matrix issues.

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