Modal analysis for a CANTILEVER BEAM

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Discussion Overview

The discussion revolves around the modal analysis of a cantilever beam, focusing on analytical derivation and modeling in MATLAB. Participants explore various theoretical approaches, including the differences between Timoshenko and Euler-Bernoulli beam theories, as well as practical resources for understanding beam dynamics.

Discussion Character

  • Exploratory
  • Technical explanation
  • Homework-related

Main Points Raised

  • One participant seeks guidance on the analytical derivation of a cantilever beam and modeling it in MATLAB.
  • Another participant suggests deriving equations of state for a beam through multiple integrations of loading or shear force diagrams.
  • A participant inquires about recommended books for learning these derivations.
  • Discussion includes a comparison of Timoshenko and Euler-Bernoulli beam theories, highlighting their applicability in vibration analysis and dynamic studies.
  • One participant emphasizes the importance of using engineering discretion to choose the appropriate beam theory based on the specific application and required accuracy.
  • Another participant questions the meaning of deriving equations of state, indicating a lack of understanding of the concept.
  • Participants share links to additional resources, including a project on modal analysis using Abaqus.
  • There is a suggestion that the original inquiry may be related to homework, prompting a question about textbook resources for calculating vibrational modes.

Areas of Agreement / Disagreement

Participants express varying levels of understanding and familiarity with the concepts discussed. There is no consensus on the best approach or theory to use, and multiple competing views remain regarding the applicability of Timoshenko versus Euler-Bernoulli theories.

Contextual Notes

Some participants express uncertainty about specific technical terms and concepts, indicating potential gaps in foundational knowledge that may affect their understanding of the discussion.

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Hi there,

I am a beginner and I need to do analytical derivation of a beam and model it in matlab.

the beam is cantilever and it is excited at its cantilever end

any hints to start?

Cheers
 
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Have you learned how to derive the equations of state for a beam through multiple integrations of its loading or shear force diagrams?
 
Mech_Engineer said:
Have you learned how to derive the equations of state for a beam through multiple integrations of its loading or shear force diagrams?

nto really! would u recommend a book please? thanks
 
[Vibration analysis] Timoskenko beam Vs.Euler-bernoulli beam ?

Hello,

I am looking for explanations and detailed studies or even brief ones about the differences in Vibration analysis and dynamic studies as well as static analysis between

Timoskenko beam and .Euler-bernoulli beam

when should i use Euler-bernoulli beam?

Thanks
 
You shouldn't make a new thread each time you have a single new question, just ask in the related thread instead...

Anyway, they are two approximations that take into account a different depth of effects in the beam...

http://en.wikipedia.org/wiki/Timoshenko_beam_theory

http://en.wikipedia.org/wiki/Euler-Bernoulli_beam_equation

Timoshenko theory takes into account shear deformation, rotational inertia, and other effects while Euler-Bernoulli is a simple but effective theory that is easier to understand an solve for, but may be less accurate depending on the complex loading, geometry, or deflection of the beam.

In any case, it is necessary that a certain degree of "engineering discretion" is used to decide which theory is best for your application and how improtant and accurate a result will be.
 
Mech_Engineer said:
Have you learned how to derive the equations of state for a beam through multiple integrations of its loading or shear force diagrams?

am not quite sue what you mean here ?! :confused:
 
It sounds to me like this is a homework question, have you done any looking in your textbook on how to calculate the vibrational modes of a beam?
 
Here's our project on modal analysis of cantilever beam using Abaqus
http://www.scribd.com/doc/96781678/Modal-Analysis-of-Cantilever-Beam
 

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