CONTINUUMNIZATION OF REGULARLY ARRANGED RIGID BODIES
Author:
Affiliation:
1. Earthquake Research Institute, The University of Tokyo
2. RIKEN Advanced Institute of Computational Science
Publisher
Japan Society of Civil Engineers
Subject
Civil and Structural Engineering,Environmental Engineering
Link
https://www.jstage.jst.go.jp/article/journalofjsce/4/1/4_38/_pdf
Reference29 articles.
1. 1) Sahimi, M. and Arbabi, S. : Percolation and fracture in disordered solids and granular media: Approach to a fixed point, Phys. Rev. Lett., Vol. 68(5), pp. 608-11, 1992.
2. 2) Cundall, P. A. and Strack, O. D. L. : Discrete numerical model for granular assemblies, Geotechnique, Vol. 29(1), pp. 47-65, 1979.
3. 3) Schlangen, E. and Garboczi, E. J. : Fracture simulations of concrete using lattice models: Computational aspects, Eng. Fract. Mech., Vol. 57, pp. 319-332, 1997.
4. 4) Karihaloo, B. L., Shao, P. F. and Xiao, Q. Z. : Lattice modelling of the failure of particle composites, Eng. Fract. Mech., Vol. 70(17), pp. 2385-2406, 2003.
5. 5) Kroner, E. and Datta, B. K. : Non-local theory of elasticity for a finite inhomogeneous medium: A derivation from lattice theory, Fundamental Aspects of Dislocation Theory (ed. Simmons, J. A., de Wit, R. and Bullough, R.), National Bureau of Standards Special Publication 317, Vol. II, Washington, pp. 737-746, 1970.
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1. On elastic waves in granular assemblies: From a continuumnization viewpoint;Mechanics of Materials;2017-06
2. Application of continuumnization and PDS-FEM for the analysis of wave propagation in brick structures;Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM));2016
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