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    Continua with microstructure: Cosserat theory

    New search for: Papamichos, Euripides

    A brief description of the Cosserat continuum theory is presented. In the Introduction the history of the evolution of the theory is presented followed with some examples where the differences between the classical and Cosserat continua are more evident and the main areas of application. The formulation of the Cosserat continuum is then presented followed with the description and the equations of Cosserat elastoplasticity. Particular expressions are given for Mohr-Coulomb non-associative elastoplasticity. Finally and example of a simple Cosserat elastic problem that of a Timoshenko beam is presented to demonstrate the effects of the theory on the bending rigidity of a beam.

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    Continua with microstructure: Cosserat theory

    New search for: Papamichos, Euripides

    A brief description of the Cosserat continuum theory is presented. In the Introduction the history of the evolution of the theory is presented followed with some examples where the differences between the classical and Cosserat continua are more evident and the main areas of application. The formulation of the Cosserat continuum is then presented followed with the description and the equations of Cosserat elastoplasticity. Particular expressions are given for Mohr-Coulomb non-associative elastoplasticity. Finally and example of a simple Cosserat elastic problem that of a Timoshenko beam is presented to demonstrate the effects of the theory on the bending rigidity of a beam.

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    Continua with microstructure: Cosserat theory

    New search for: Papamichos, Euripides

    A brief description of the Cosserat continuum theory is presented. In the Introduction the history of the evolution of the theory is presented followed with some examples where the differences between the classical and Cosserat continua are more evident and the main areas of application. The formulation of the Cosserat continuum is then presented followed with the description and the equations of Cosserat elastoplasticity. Particular expressions are given for Mohr-Coulomb non-associative elastoplasticity. Finally and example of a simple Cosserat elastic problem that of a Timoshenko beam is presented to demonstrate the effects of the theory on the bending rigidity of a beam.

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    Title:

    Continua with microstructure: Cosserat theory

    Contributors:

    Papamichos, Euripides (author)

    Published in:

    European Journal of Environmental and Civil Engineering ; 14 ; 1011-1029

    Publication date:

    2010-09-01

    Size:

    19 pages

    ISSN:

    1964-8189 , 2116-7214

    DOI:

    https://doi.org/10.1080/19648189.2010.9693277

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    Unknown

    Keywords:

    Cosserat continuum , microstructure , couple stress , internal length , elastoplasticity , Timoshenko beam , milieu continu de Cosserat , couple de contraintes , longueur interne , élastoplasticité , poutre de Timoshenko

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