Mesoscopic Simulation of Failure of Mortar and Concrete by 3D RBSM
Author:
Affiliation:
1. Institute of Structural Engineering, Swiss Federal Institute of Technology Zurich, Switzerland.
2. Division of Built Environment, Hokkaido University, Japan.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/3/3/3_3_385/_pdf
Reference20 articles.
1. Bolander, J. E. and S. Berton, S. (2004). “Cohesive zone modeling of fracture in irregular lattices.” Proceedings of FraMCos-5, 989-994.
2. Christensen, P. N. and Nielsen, T. P. H. (1969). “Modal deformation of the effect of bond between coarse aggregate and mortar on the compressive strength of concrete.” ACI Journal, 66(1), 69-72.
3. Cundall, P. A. and Strack, O. D. L. (1979). “A discrete numerical model for granular subassemblies.” Geotechnique, 29, 47-65.
4. Cusatis, G., Bazant, Z. P. and Cedolin, L. (2003a). “Confinement-shear lattice model for concrete damage in tension and compression: 1. Theory.” Journal of Engineering Mechanics, 129(12), 1439-1448.
5. Cusatis, G., Bazant, Z. P. and Cedolin, L. (2003b). “Confinement-shear lattice model for concrete damage in tension and compression: 2. Computation and validation.” Journal of Engineering Mechanics, 129(12), 1449-1458.
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