Nielsen | Composite Materials | Buch | 978-3-642-06367-1 | www.sack.de

Buch, Englisch, 259 Seiten, Previously published in hardcover, Format (B × H): 155 mm x 235 mm, Gewicht: 423 g

Nielsen

Composite Materials

Properties as Influenced by Phase Geometry
Softcover Nachdruck of hardcover 1. Auflage 2005
ISBN: 978-3-642-06367-1
Verlag: Springer

Properties as Influenced by Phase Geometry

Buch, Englisch, 259 Seiten, Previously published in hardcover, Format (B × H): 155 mm x 235 mm, Gewicht: 423 g

ISBN: 978-3-642-06367-1
Verlag: Springer


In the past ?ve decades considerable attention has been devoted to comp- ite materials. A number of expressions have been suggested by which mac- scopic properties can be predicted when the properties, geometry, and volume concentrations of the constituent components are known. Many expressions are purely empirical or semi-theoretical. Others, however, are theoretically well founded such as the exact results from the following classical boundary studies: Bounds for the elastic moduli of composites made of perfectly coherent homogeneous, isotropic linear elastic phases have been developed by Paul [1] and Hansen [2] for unrestricted phase geometry and by Hashin and Shtrikman [3] for phase geometries, which cause macroscopic homogeneity and isotropy. The composites dealt with in this book are of the latter type. For two speci?c situations (later referred to), Hashin [4] and Hill [5] derived exact - lutionsforthebulkmodulusofsuchmaterials.Hashinconsideredtheso-called Composite Spheres Assemblage (CSA) consisting of tightly packed congruent composite elements made of spherical particles embedded in concentric - trix shells. Hill considered materials in which both phases have identical shear moduli. In the ?eld of predicting the elastic moduli of homogeneous isotropic c- posite materials in general the exact Hashin and Hill solutions are of th- retical interest mainly. Only a few real composites have the geometry de?ned by Hashin or the sti?ness distribution assumed by Hill. The enormous sign- icance, however, of the Hashin/Hill solutions is that they represent bounds which must not be violated by sti?ness predicted by any new theory claiming to consider geometries in general.

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Classification of Composites.- Preliminaries on Stress/Strain.- Composite Stress and Geometry.- Composite Stiffness and Geometry.- Composite Eigenstrain/Stress.- Quantification of Geometry.- Composite Theory — Elasticity.- Composite Theory — Conductivity.- Simplified Composite Theory — Elasticity.- Simplified Composite Theory — Conductivity.- Diagnostic Aspects of Theory.- Aspects of Materials Design.- Viscoelasticity.- Viscoelastic Composites.- Final Remarks.



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