Effect of the Interphase Zone on the Bulk Modulus of a Particulate Composite

Author:

Lutz M. P.1,Zimmerman R. W.2

Affiliation:

1. Department of Civil Engineering, University of California, Berkeley, CA 94720

2. ERE Department, Imperital Colleage, London SW7 2BP, UK.

Abstract

An exact solution is found for the problem of hydrostatic compression of an infinite body containing a spherical inclusion, with the elastic moduli varying with radius outside of the inclusion. This may represent an interphase zone in a composite, or the transition zone around an aggregate particle in concrete, for example. Both the shear and the bulk moduli are assumed to be equal to a constant term plus a power-law term that decays away from the inclusion. The method of Frobenius series is used to generate an exact solution for the displacements and stresses. The solution is then used to estimate the effective bulk modulus of a material containing a random dispersion of these inclusions. The results demonstrate the manner in which a localized interphase zone around an inclusion may markedly affect both the stress concentrations at the interface, and the overall bulk modulus of the material.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Reference27 articles.

1. Aboudi J. , 1989, “Micromechanical analysis of fibrous composites with Coulomb frictional slippage between the phases,” Mech. Mater., Vol. 8, pp. 103–115.

2. Benveniste Y. , 1984, “On the effect of debonding on the overall behavior of composite materials,” Mech. Mater., Vol. 3, pp. 349–358.

3. Butkov, E., 1968, Mathematical Physics, Addison-Wesley, Reading, MA.

4. Boyce, W. E., and DiPrima, R. C., 1969, Elementary Differential Equations and Boundary Value Problems, John Wiley and Sons, New York.

5. Christensen, R. M., 1979, Mechanics of Composite Materials, John Wiley and Sons, New York.

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