ELASTIC-MODULI OF THICKLY COATED PARTICLE AND FIBER-REINFORCED COMPOSITES

被引:93
|
作者
QIU, YP [1 ]
WENG, GJ [1 ]
机构
[1] RUTGERS STATE UNIV, DEPT MECH & MAT SCI, NEW BRUNSWICK, NJ 08903 USA
来源
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME | 1991年 / 58卷 / 02期
关键词
D O I
10.1115/1.2897198
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Based on the models of Hashin (1962) and Hashin and Rosen (1964), the effective elastic moduli of thickly coated particle and fiber-reinforced composites are derived. The microgeometry of the composite is that of a progressively filled composite sphere or cylinder element model. The exact solutions of the effective bulk modulus kappa of the particle-reinforced composite and those of the plain-strain bulk modulus kappa(23), axial shear modulus mu(12), longitudinal Young's modulus E11, major Poisson ratio nu(12), of the fiber-reinforced one are derived by the replacement method. The bounds for the effective shear modulus-mu and the effective transverse shear modulus mu(23) of these two kinds of composite, respectively, are solved with the aid of Christensen and Lo's (1979) formulations. By considering the six possible geometrical arrangements of the three constituent phases, the values of kappa(23), mu(12), E11, and nu(12) are found to always lie within the Hashin-Shtrikman (1963) bounds, and the Hashin (1965), Hill (1964), and Walpole (1969) bounds, respectively, but unlike the two-phase composites, none coincides with their bounds. The bounds of mu and mu(23) derived here are consistently tighter than their bounds but, as for the two-phase composites, one of the bounds sometimes may fall slightly below or above theirs and therefore it is suggested that these two sets of bounds be used in combination, always choosing the higher for the lower bound and the lower for the upper one.
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页码:388 / 398
页数:11
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