No mathematical theory can completely describe the complex world around us. Every theory is aimed at a certain class of phenomena, formulates their essential features, and disregards what is of minor importance. The theory meets its limits of applicability where a dis- regarded influence becomes important. Thus, rigid-body dynamics describes in many cases the motion of actual bodies with high accu- racy, but it fails to produce more than a few general statements in the case of impact, because elastic or anelastic deformation, no matter how local or how small, attains a dominating influence. For a long time mechanics of deformable bodies has been based upon Hooke's law - that is, upon thE" assumption of linear elasticity. It was well known that most engineering materials like metals, con- crde, wood, soil, are not linearly elastic or, are so within limits too narrow to cover tne range of pl'actical intcrest. Nevertheless, almost all routine stress analysis is still based on Hooke T s law be- cause of its simplicity.
In the course of time engineers have become increasingly con- scious of the importance of the anelastic behavior of many materials, and mathematical formulations have been attempted and applied to practical problems. Outstanding among them are the theories of ide- ally plastic and of viscoelastic materials. While plastic behavior is essentially nonlinear (piecewise linear at best), viscoelasticity, like elasticity, permits a linear theory. This theory of linear visco- elasticity is the subject of tbe present book.
Auflage
Sprache
Verlagsort
Verlagsgruppe
Springer-Verlag Berlin and Heidelberg GmbH & Co. KG
Zielgruppe
Editions-Typ
Illustrationen
36 black & white illustrations, biography
Gewicht
ISBN-13
978-3-540-07344-4 (9783540073444)
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Schweitzer Klassifikation
1. Viscoelastic Models.- 2. Hereditary Integrals.- 3. Viscoelastic Beams.- 4. Beam on Continuous Support.- 5. Vibrations.- 6. Wave Propagation.- 7. Buckling of Columns.- 8. Viscoelasticity in Three Dimensions.