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ABSTRACT

Elastic-plastic constitutive equation taking account of particle size

by S. Takashima1, N. Miyazaki2, T. Ikeda3, M. Nakagaki4

Graduate student, Kyoto Univ., Japan
Professor, Kyoto Univ., Japan
Associate Professor, Kyoto Univ., Japan
Trustee, Kyushu Inst. of Tech., Japan

The International Conference on Computational & Experimental Engineering and Sciences 2007, 4(4), 215-222. https://doi.org/10.3970/icces.2007.004.215

Abstract

Composite materials have complicated microstructures. These structures affect macroscopic deformation. In this study, we focus on the particle size effect in composite materials. For this purpose, we derived an elastic-plastic constitutive equation considering size effect by using Eshelby's theory and the strain gradient theory of plasticity. We performed a homogenized finite element analysis using the elastic-plastic constitutive equation. The results obtained from the analysis show increase of the strength with decrease of the particle size in composite materials.

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APA Style
Takashima, S., Miyazaki, N., Ikeda, T., Nakagaki, M. (2007). Elastic-plastic constitutive equation taking account of particle size. The International Conference on Computational & Experimental Engineering and Sciences, 4(4), 215-222. https://doi.org/10.3970/icces.2007.004.215
Vancouver Style
Takashima S, Miyazaki N, Ikeda T, Nakagaki M. Elastic-plastic constitutive equation taking account of particle size. Int Conf Comput Exp Eng Sciences . 2007;4(4):215-222 https://doi.org/10.3970/icces.2007.004.215
IEEE Style
S. Takashima, N. Miyazaki, T. Ikeda, and M. Nakagaki, “Elastic-plastic constitutive equation taking account of particle size,” Int. Conf. Comput. Exp. Eng. Sciences , vol. 4, no. 4, pp. 215-222, 2007. https://doi.org/10.3970/icces.2007.004.215



cc Copyright © 2007 The Author(s). Published by Tech Science Press.
This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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