Recent content by ACT

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    MATLAB Symbolic intergration in Matlab using INT command?

    sorry but i don't understand ur reply!
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    Beam element vs. Finite element?

    Thanks for your swift reply ;) do you recommend any book, or link online?
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    Beam element vs. Finite element?

    Hello, am a bit confused when to use beam element and when to use Finite element? is the beam element a subset of Finite element?
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    Modal analysis for a CANTILEVER BEAM

    am not quite sue what you mean here ?! :confused:
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    MATLAB Symbolic intergration in Matlab using INT command?

    Symbolic intergration in Matlab using "INT" command? Hello, I am a bit confused a to when should we use the Symbolic intergration using "INT" command in Matlab ? Thanks
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    MATLAB Finite Element Analysis in Matlab

    Hello folks :) I need to model a finite element model of a beam in bending in matlab i need directions and help thanks
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    Cantilever Beam Loading Type?

    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
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    [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
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    Modal analysis for a CANTILEVER BEAM

    [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...
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    Modal analysis for a CANTILEVER BEAM

    nto really! would u recommend a book please? thanks
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    Cantilever Beam Loading Type?

    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.
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    Cantilever Beam Loading Type?

    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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    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