modal analysis for a CANTILEVER BEAM

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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 Blog Entries: 2 Recognitions: Gold Member Science Advisor Have you learned how to derive the equations of state for a beam through multiple integrations of its loading or shear force diagrams?

 Quote by Mech_Engineer 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

modal analysis for a CANTILEVER 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
 Blog Entries: 2 Recognitions: Gold Member Science Advisor 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-B..._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.

 Quote by Mech_Engineer 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 ?!