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The elastic cement with higher plasticity showed better behavior than brittle cement though the brittle cement has higher compressive strength.
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The ability of the VCCTL microstructural model to predict the hydration kinetics and elastic moduli of cement materials was tested by coupling a series of computer simulations and laboratory experiments, using different cements.
Open image in new window Fig. 6 Schematic view of elastic modulus of cement paste without pores.
These values were taken from the results of the study by Maruyama (2003) on the calculation of the elastic modulus of cement.
Lime treated samples showed higher elastic modulus than cement treated samples and dry treated samples in general showed higher elastic modulus than wet treated samples.
Most of all, this paper intends to propose a novel method that predicts well the elastic moduli of cement based composites.
Thus, by using presented equations it is possible to predict elastic properties of cement bound aggregate by measuring just one of the relevant parameters.
Random variables include joint and muscle loading, cortical and cancellous bone and PMMA bone cement elastic properties, and strength parameters describing failure of the bone cement and the prosthesis bone cement interface.
Moreover, ( E_{{u_ p}} ) can be determined by using a regression analysis on the experimental values of the elastic modulus of cement paste reported in (Janotka 2001; Lura et al. 2003; Ye et al. 2004).
The cement elastic strain and plastic strain developed in the experimental test was calculated by finite element method and thereby the cement cycles to failure can be predicted based on the strain cycle relationship.
As regards computational modeling, an existing multiscale model for the homogenization of the elastic stiffness of cement pastes is extended towards consideration of polymers and entrapped air.
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