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    Analysis of Timoshenko beams

    Unlike the Euler-Bernoulli beam formulation, the Timoshenko beam formulation accounts for transverse shear deformation. It is therefore capable of modeling thin or thick beams. In this chapter we perform the analysis of Timoshenko beams in static bending, free vibrations and buckling. We present the basic formulation and show how a MATLAB code can accurately solve this problem.

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    Analysis of Timoshenko beams

    Unlike the Euler-Bernoulli beam formulation, the Timoshenko beam formulation accounts for transverse shear deformation. It is therefore capable of modeling thin or thick beams. In this chapter we perform the analysis of Timoshenko beams in static bending, free vibrations and buckling. We present the basic formulation and show how a MATLAB code can accurately solve this problem.

    Access

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    Check availability in my library
    Order at Subito €

    Analysis of Timoshenko beams

    Unlike the Euler-Bernoulli beam formulation, the Timoshenko beam formulation accounts for transverse shear deformation. It is therefore capable of modeling thin or thick beams. In this chapter we perform the analysis of Timoshenko beams in static bending, free vibrations and buckling. We present the basic formulation and show how a MATLAB code can accurately solve this problem.

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    Title:

    Analysis of Timoshenko beams

    Published in:

    MATLAB Codes for Finite Element Analysis ; Chapter: 10 ; 123-141

    Solid Mechanics and its Applications ; 157

    Publication date:

    2009-01-01

    Size:

    19 pages

    ISBN:

    978-1-4020-9200-8 , 978-1-4020-9199-5

    ISSN:

    0925-0042

    DOI:

    https://doi.org/10.1007/978-1-4020-9200-8_10

    Type of media:

    Article/Chapter (Book)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Engineering , Mechanical Engineering , Vibration, Dynamical Systems, Control , Mathematical and Computational Engineering , Computational Intelligence , Solid Mechanics

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