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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 88
PROCEEDINGS OF THE NINTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by: B.H.V. Topping and M. Papadrakakis
Paper 252
On the Dynamics of Multifield Structured Continua M. Bruggi, C. Cinquini and P. Venini
Department of Structural Mechanics, University of Pavia, Italy M. Bruggi, C. Cinquini, P. Venini, "On the Dynamics of Multifield Structured Continua", in B.H.V. Topping, M. Papadrakakis, (Editors), "Proceedings of the Ninth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 252, 2008. doi:10.4203/ccp.88.252
Keywords: structured continua, mixed finite elements, dynamics.
Summary
A wide class of theoretical and technological
problems are related to the mechanical description and the
practical use of bodies endowed with a numerous population of
microcracks scattered throughout the volume. When microcracks are
dilute in the sense that the interactions between them are not
prominent, and also the microcrack distribution is (approximately)
periodic, standard homogenization procedures can be profitably
applied to describe the influence of the microcracks on the gross
behavior. In contrast, when microcracks are dense in a way that
the interactions between them are prominent, and also their
distribution is not homogeneous, involving non-negligible
gradients, standard homogenization procedures cannot be used in a
standard way; precisely the microcracked body has to be considered
strictly as a complex body and its description falls naturally
within the setting of multi-field theories representing complex
bodies. Here we pay attention to bodies with a dense population of
microcracks scattered throughout a "soft" matrix of material.
The specific goals that are claimed to be reached in the paper are listed here along with relevant physical and numerical motivations:
Among the goals for further research, is an analysis of the generalized acoustic tensor which is currently at an advanced stage so as to analytically confirm the predictions of the numerical approach. References
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