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  1. 14 Conclusions, Remarks and Future Directions

    This monograph shows clearly that the branch of the Mathematical Theory of Contact Mechanics which deals with quasistatic processes has made an...
    Meir Shillor, Mircea Sofonea, Józef Joachim Telega in Models and Analysis of Quasistatic Contact
    Chapter
  2. 2 Evolution Equations, Contact and Friction

    Contact processes take place on the surface, and, therefore, are described by boundary conditions. However, these are the boundaries or surfaces of...
    Meir Shillor, Mircea Sofonea, Józef Joachim Telega in Models and Analysis of Quasistatic Contact
    Chapter
  3. MTF

    This document is part of Subvolume D 'Zeolite-Type Crystal Structures and their Chemistry. Framework Type Codes LTA to RHO' of Volume 14 'Microporous...
    Chapter
  4. 5 A Detailed Representative Problem

    In the previous three chapters various constitutive laws for the behaviour of the material and different contact conditions were described in some...
    Meir Shillor, Mircea Sofonea, Józef Joachim Telega in Models and Analysis of Quasistatic Contact
    Chapter
  5. 7 Elastic Contact

    Existence results for the problem of quasistatic contact between an elastic material and a reactive foundation were first obtained in [18] and [19]....
    Meir Shillor, Mircea Sofonea, Józef Joachim Telega in Models and Analysis of Quasistatic Contact
    Chapter
  6. 12 Contact with Damage

    We describe new results dealing with contact problems for materials that may undergo internal damage, resulting from strains and stresses which lead...
    Meir Shillor, Mircea Sofonea, Józef Joachim Telega in Models and Analysis of Quasistatic Contact
    Chapter
  7. 8 Viscoelastic Contact

    We describe results for contact problems involving viscoelastic materials. It will be seen that adding viscosity to the models leads to a substantial...
    Meir Shillor, Mircea Sofonea, Józef Joachim Telega in Models and Analysis of Quasistatic Contact
    Chapter
  8. 9 Viscoplastic Contact

    We describe contact problems for viscoplastic materials in which once the stress reaches the so-called yield limit the deformation becomes...
    Meir Shillor, Mircea Sofonea, Józef Joachim Telega in Models and Analysis of Quasistatic Contact
    Chapter
  9. 4 Thermodynamic Derivation

    In this chapter we present a short review of thermodynamic principles and potentials and describe their use in derivation of general thermomechanical...
    Meir Shillor, Mircea Sofonea, Józef Joachim Telega in Models and Analysis of Quasistatic Contact
    Chapter
  10. Vibrations of X-Braced Portal Frames

    Because of devastation of structures due to earthquake and wind force, increasing attention has been paid to dynamic responses of braced structures...
    Chapter
  11. Solutions to the Equation of Motion

    As a preliminary to solving the equation of motion (7.1) for the uniformly charged sphere of radius a and total charge e, write the magnitude of the...
    Chapter
  12. 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
  13. 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
  14. Electromagnetic, Electrostatic, Bare, Measured, and Insulator Masses

    As a means of discussing the various masses, let us summarize the basic results that have been derived so far in our re-examination of the Lorentz...
    Chapter
  15. 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
  16. 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
  17. 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
  18. 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
  19. Introduction and Summary of Results

    The primary purpose of this work is to determine an equation of motion for the classical Lorentz model of the electron that is consistent with causal...
    Chapter
  20. Transformation and Redefinition of Force–Power and Momentum–Energy

    In Chap. 4 it was shown that the specific model of an electron as a charged insulator demands molecular forces, binding the charge to the insulator,...
    Chapter
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