Cantilever beam: Loading type?

In summary, the conversation discusses the loading condition for a cantilever beam and the possibility of using a modal analysis to study its frequency response to an excitation at the clamped end. The suggestion is made to fix the end in five degrees of freedom instead of six, and the use of FEA or analytical methods is mentioned. The conversation also briefly touches on the use of MATLAB and the availability of free FE software online.
  • #1
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Hello,

I am modeling a Cantilever beam and there will be no loading except an excitation at the calmped end.

Should I describe it as uniformally loaded or purely free? am confused :S
 
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  • #2
By definition, a cantilever beam cannot have an excitation at its fixed end. So either this will be a steady-state beam that does nothing, or it's loading condition is not really as you have described it...
 
  • #3
thanks for your reply!

> a steady-state beam

hmm, could you please elaborate?

I will have to excite the clamped end with displacement (x) and the other end will be free!

this is my loading condition. it is not wrong.
 
  • #4
I see, so what you're wanting to do is look at a beam's frequency response to an excitement (movement) at the base. I think what I would first try to do is rather than fixing the "fixed" end in all 6 degrees of freedom, only fix it in five. In other words, look at a modal analysis of the beam where a single degree of freedom is free at the fixed end of the beam, such as vertical translation.

Will you be doing this analysis in an FEA package, or analytically?
 
  • #5
the movement will be in the vertical direction (along the z-axis say!) all the rest of the displacements is zero !

how can i do the modal analysis am a bit beginner :S

i will do it analytically and then use matlab...

is there any free software for FE online?

thanks
 

1. What is a cantilever beam?

A cantilever beam is a structural element that is supported at one end and the other end is free to deflect under load. It is commonly used in construction and engineering projects, such as bridges and buildings.

2. What are the different types of loading on a cantilever beam?

The three main types of loading on a cantilever beam are point load, distributed load, and moment load. A point load is a single concentrated force applied at a specific point on the beam. A distributed load is a force that is evenly distributed along the length of the beam. A moment load is a force that causes the beam to bend or twist.

3. How does the type of loading affect the behavior of a cantilever beam?

The type of loading on a cantilever beam affects the amount of stress and deflection the beam will experience. A point load will cause a higher stress and deflection at the point of application, while a distributed load will cause a more uniform stress and deflection along the length of the beam. A moment load will cause both bending and shear stresses on the beam.

4. What factors should be considered when designing a cantilever beam for a specific loading type?

When designing a cantilever beam for a specific loading type, factors such as the material properties of the beam, the magnitude and direction of the load, and the desired amount of deflection must be taken into account. The geometry of the beam, such as its length and cross-sectional shape, also play a role in determining its strength and ability to withstand the loading.

5. How is the load distribution determined for a cantilever beam?

The load distribution on a cantilever beam can be determined using mathematical equations and principles of mechanics, such as the equations of equilibrium and the relationship between load, stress, and deflection. Computer simulations and experimental testing can also be used to determine the load distribution on a cantilever beam.

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