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On the Foundation of a Generalized Nonlocal Extensible Shear Beam Model from Discrete Interactions

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Part of the book series: Advanced Structured Materials ((STRUCTMAT,volume 89))

Abstract

In this paper a generalized discrete elastica model including bending, normal and shear interactions is developed. Nonlinear static analysis of the discrete model is accomplished, its buckling and post-buckling behavior are thoroughly studied. It is revealed that based on what finite strain theory is used, the discrete model yields a generalized (extensible) Engesser elastica, or a generalized (extensible) Haringx elastica. The local continuum counterparts of these models are also obtained. Then nonlocal models are developed from the introduced flexural, extensible, shearable discrete systems using a continualization technique. Analytical and numerical solutions are given for the discrete and nonlocal models, and it is shown that the scale effects of the discrete models are well captured by the continualized nonlocal models.

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Acknowledgements

The work of A. Kocsis was supported by the János Bolyai Research Scholarship of the Hungarian Academy of Sciences.

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Correspondence to Attila Kocsis .

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Kocsis, A., Challamel, N. (2018). On the Foundation of a Generalized Nonlocal Extensible Shear Beam Model from Discrete Interactions. In: Altenbach, H., Pouget, J., Rousseau, M., Collet, B., Michelitsch, T. (eds) Generalized Models and Non-classical Approaches in Complex Materials 1. Advanced Structured Materials, vol 89. Springer, Cham. https://doi.org/10.1007/978-3-319-72440-9_24

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  • DOI: https://doi.org/10.1007/978-3-319-72440-9_24

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