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Analysis of Mechanical Response of Random Skeletal Structure

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Generalized Models and Non-classical Approaches in Complex Materials 1

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

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Abstract

In order to discuss the transmission of forces and moments in cellular materials, a computational scheme by use of rod-beam element is adopted to represent open-celled skeletal materials with random configuration. The target domain is obtained by so-called the Voronoi tessellation technique, in which we consider the line segments of the polyhedra as the substantial beam-like members, and these members are interconnected with each other at the corners. Finite element analyses by rod-beam elements are then carried out to examine the characteristics of the complex structures. We discuss the transition from microscopic deformation in member beams to macroscopic response of such structures.

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Acknowledgements

A part of this work was carried out when the first author stayed as a student in the International Course of Energy Science, Kyoto University. The financial support by the Ministry of Education, Sports, and Culture, Japan is highly appreciated. The authors wish to thank Dr. H. Miyauchi, a technical staff at Kyoto Prefectural Technology Center for Small and Medium Enterprises, for his help in preparation of materials by use of 3-D printer,

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Correspondence to María-Belén Martínez-Pavetti .

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Martínez-Pavetti, MB., Imatani, S. (2018). Analysis of Mechanical Response of Random Skeletal Structure. 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_27

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  • DOI: https://doi.org/10.1007/978-3-319-72440-9_27

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  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-319-72439-3

  • Online ISBN: 978-3-319-72440-9

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