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Mesoscopic Simulation of Failure of Mortar and Concrete by 2D RBSM
Open accessAbstract
Concrete is a heterogeneous material consisting of mortar and aggregate at the meso level. Evaluation of the fracture process at this level is useful to clarify the material characteristic of concrete. However, the analytical approach at this level has not yet been sufficiently investigated. In this study, two-dimensional analyses of mortar and concrete are carried out using the Rigid Body Spring Model (RBSM). For the simulation of concrete, constitutive model at the meso scale are developed. Analysis simulates well the failure behavior and the compressive and tensile strength relationship of mortar and concrete under uniaxial and biaxial stress conditions. Localized compressive failure of concrete is also simulated qualitatively.
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Cites
A discrete numerical model for granular assemblies
Cundall, P. A., & Strack, O. D. L. (1979) · Géotechnique · doi:10.1680/geot.1979.29.1.47 · Cited by 17,527
Cited by
Lattice Discrete Particle Model (LDPM) for failure behavior of concrete. I: Theory
Cusatis, G., Pelessone, D., & Mencarelli, A. (2011) · Cement and Concrete Composites · doi:10.1016/j.cemconcomp.2011.02.011 · Cited by 489
Xiao, J., Li, W., Corr, D. J., & Shah, S. P. (2013) · Cement and Concrete Research · doi:10.1016/j.cemconres.2013.05.004 · Cited by 419
Metadata
- Authors
- Nagai, K., Sato, Y., & Ueda, T.
- Venue
- Journal of Advanced Concrete Technology
- Publisher
- Japan Concrete Institute
- Published
- 2004
- Volume
- 2
- Issue
- 3
- Pages
- 359-374
- ISSN
- 1346-8014 (ISSN-L)
- 1347-3913
- OpenAlex
- W2916051865
- Cited by
- 181
- References
- 1
- FWCI
- 2.25
- Type
- journal article
- Language
- en
- Open access
- bronze
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- Nagai, K., Sato, Y., & Ueda, T. (2004). Mesoscopic Simulation of Failure of Mortar and Concrete by 2D RBSM. Journal of Advanced Concrete Technology. https://doi.org/10.3151/jact.2.359
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