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  1. Irreducible and Isotropic Cartesian Tensors

    In this chapter we summarize definitions and properties of cartesian, anisotropic, irreducible and isotropic tensors and related tensor operators. In...
    Chapter
  2. A Boundary-Layer Solution Verified by Buckling of a Rectangular Plate

    The so called edge-zone or boundary-layer solutions are widely used in large dediection problems of thin elastic plates [20,35,36] and shells...
    Chapter
  3. Inclined Girders with End Constraint Subjected to Normal Loads

    A two-bar truss subjected to lateral normal distributed loads as shown in Fig. 9.1 represents a double leaf miter-type gate used in navigation locks...
    Chapter
  4. Chain Model for Dilute Solutions

    Various experimental observations reveal an important aspect of the behavior of polymer solutions which is not captured by FENE dumbbell models. When...
    Chapter
  5. Chain Models for Transient and Semiflexible Structures

    In order to be prepared for the analysis of the flexible FENE-C (FENE model which allows for scission/recombination), FENE-B (which allows for...
    Chapter
  6. 6 Dynamic Analysis

    A general dynamical system subjected to an external force vector $\vec{f}(t)$...
    Christian A. Schenk, Gerhart I. Schuëller in Uncertainty Assessment of Large Finite Element Systems
    Chapter
  7. 10 Equivalent Statistical Linearization

    The solution of non-linear vibration problems in terms of probabilistic characteristics of the response is a complex task, since no general methods...
    Christian A. Schenk, Gerhart I. Schuëller in Uncertainty Assessment of Large Finite Element Systems
    Chapter
  8. 12 Stability Analysis of Cylindrical Shells with Random Imperfections

    As an example of imperfection sensitive structures, the axially compressed cylindrical shell is analyzed in the subsequent sections. Despite of its...
    Christian A. Schenk, Gerhart I. Schuëller in Uncertainty Assessment of Large Finite Element Systems
    Chapter
  9. 2 Outline

    The monograph is structured as follows: Part I including Chapts. 3–6 reviews briefly the theoretical background of the deterministic methods and...
    Christian A. Schenk, Gerhart I. Schuëller in Uncertainty Assessment of Large Finite Element Systems
    Chapter
  10. The Tensile Strength of Polymer Fibres

    A theory of the tensile strength of oriented polymer fibres is presented. From an analysis of the observed fracture envelope it is shown that the...
    M. G. Northolt, P. den Decker, ... R. Schlatmann in Polymeric and Inorganic Fibers
    Chapter
  11. Primitive Path Models

    Having discussed the range of applicability for various FENE chain models mostly listed in the upper part of Table 14.1 one may expect that we also...
    Chapter
  12. Simple Simulation Algorithms and Sample Applications

    This section offers basic recipes and sample applications which allow the reader to immediately start his/her own simulation project on topics we...
    Chapter
  13. Elongated Particle Models

    In [292] we provided a statistical interpretation of the director theory of Ericksen and Leslie (EL) [293–295] for nematic liquid crystals. Starting...
    Chapter
  14. Simple Models for Polymeric and Anisotropic Liquids

    We hope that the complexity of the world is neither in contrast with the simplicity of the basic laws of physics [1] nor with the simple physical...
    Chapter
  15. Chain Model for Concentrated Solutions and Melts

    A dense collection of repulsive FENE chains serves as a suitable microscopic model for both entangled and unentangled polymer melts. We will consider...
    Chapter
  16. Concluding Remarks

    The development of constitutive relationships which connect strain or strain rate with stress and material behavior is at the heart of a successful...
    Chapter
  17. Two Methods for Analysis of Continuum Mechanics of Elastic Structures

    There are two basic methods to analyze the continuum elastic structural mechanics: One is by applying Newton’s law of motion to a free body element...
    Chapter
  18. Vibrations of Inclined Bars with End Constraint

    Considered are the vibrations of inclined bars with the bottom end flxed in space and the top end having a constraint which requires that this end...
    Chapter
  19. Effect of Rotatory Inertia and Shear Deformation on Vibration of Inclined Bars with End Constraint

    The effect of rotatory inertia and shear deformation on the vibration of the inclined bar with the end constraint studied in Chap. 2 is examined...
    Chapter
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