STRESS ANALYSIS USING ELASTICALLY HOMOGENEOUS RIGID-BODY-SPRING NETWORKS
Author:
Affiliation:
1. JSCE
2. Civil & Environmental Engrg., Univ. of California
3. Institute of Technology, Shimizu Corporation
4. Civil & Environmental Engrg., University of California
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1999/633/1999_633_25/_pdf
Reference12 articles.
1. 1) Statistical Models for the Fracture of Disordered Media, Herrmann, H. J. and Roux, S. eds., Elsevier/North Holland, Amsterdam, 1990.
2. 2) Schlangen, E. and van Mier, J. G. M.: Experimental and numerical analysis of micromechanisms of fracture of cement-based composites, Gem. Conc. Composites, Vol. 14, pp. 105-118, 1992.
3. 3) Schlangen, E. and Garboczi, E. J.: New method for simulating fracture using an elastically uniform random geometry lattice, Int. J. Engng. Sci., Vol. 34, No. 10, pp. 1131-1144, 1996.
4. 4) Kawai, T.: New discrete models and their application to seismic response analysis of structures, Nuclear Engng. Design, Vol. 48, pp. 207-229, 1978.
5. 5) Preparata, F. P. and Shamos, M. I.: Computational Geometry-An Introduction, Springer-Verlag New York Inc., 1985.
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