Abstract
In this paper, the influence of the matrix–aggregate bond on the strength and brittleness of concrete is studied. Six different matrix-aggregate interfaces are used to evaluate the interfacial bond capability. The results obtained on the strength and brittleness index of concrete show that strengthening and toughening of concrete can be obtained simultaneously, if the interfacial bonds are changes so that they conform to a rational distribution according to aggregate size. These results are discussed in terms of the energy dissipation and crack propagation during failure of concrete.
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References
T.T.C. Hsu, ACI Journal, Vol. 60, pp. 209–224, 1963.
T. Yu. Lyubimova and E.R. Plnus, Colloid J. USSR, Vol. 24, pp. 491–498, 1962.
B.D. Barnes, Proc. of the 2nd Inter. Conf. on Mech. Behav. of Mater., pp. 1414–1417, 1976.
J.C. Maso, Proc. of the 7th Inter. Conf. on the Cement Chemistry, Vol. 1, pp. 7–1/3–15, 1980.
P.E. Petersson, Cem. Concr. Res., Vol. 10, 78–87, 1980.
RILEM Draft Recommendation 50–FMC Committee, 1985.
Huang Yiun-yuan, Wu Keru et al., Proc. of 4th Inter. Conf. on Polymers in Concrete, pp. 429–433, 1984.
Wu Keru, Journal of Tongji University, pp. 72–85, 1983.
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Keru, W., Jianhua, Z. The Influence of the Matrix-Aggregate Bond on the Strength and Brittleness of Concrete. MRS Online Proceedings Library 114, 29 (1987). https://doi.org/10.1557/PROC-114-29
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DOI: https://doi.org/10.1557/PROC-114-29