By A M Brandt, V C Li, I H Marshall
The overseas Symposium in Brittle Matrix Composites October 13-15, 2003 covers a large spectrum of issues together with cement dependent composites, ceramic composites and brittle polymer matrix composites.
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Extra info for Brittle Matrix Composites 7 (v. 7)
Normal concrete is included in these experiments as a control. The mix compositions of the investigated materials are shown in Table 1. Using a uniaxial direct tension test , the tensile stress-strain curves of ECC and concrete were determined. The objective of this test in combination with the free drying shrinkage test (described below) is to show that the tensile strain capacity of ECC is higher than the drying Diyiiig shrinkage and crack width of an Engineered Cernentitious Composites (ECC) 41 shrinkage deformation.
P/Ps where P, = saturated water vapor partial pressure. Equation 2 is not valid for water saturated pores because in these pores thermodynamic equilibrium is not attained [ 101. Therefore Ay is not significant for RH > 40%. For RH > 40%, a hygral deformation caused by the disjoining pressure is superimposed onto that due to Ay. The total hygral deformation is Equation 3 describes the total hygral deformation of cementitious materials for relative humidity's from the dry state (0% I2H) to 100%. 40 Martin B.
WEIMANN and Victor C. : ”Engineered Cementitious Composites-Tailored Composites Through Micromechanical Modeling”, in: Fiber Reinforced Concrete: Present and the Future, Eds. N. , CSCE, Montreal, pp. H. : “Influence of Composition of Pore Solution on Drying Shrinkage ”, in: Creep, Shrinkage and Durability Mechanics of Concrete and other Quasi-Brittle Materials, Eds. P. , pp. I. : ”Direct Measurement of Molecular Forces ”,Nature, 272,565 1, pp. , pp. : “Creep and Shrinkage Mechanisms”, in: Creep & Shrinkage in Concrete Structures, Eds.