This investigation concerns the small-deflection, static bending of a uniformly loaded, circular plate in which the boundary conditions are not constant along the entire edge. The first problem considered is that of a plate which is simply supported along certain parts of its edge and clamped on the remainder. This is followed by investigations of plates with simply supported-free and clamped-free combinations of edge boundary conditions.Numerical results are presented in the form of graphs and tables.
The adsorption isotherm for heterogeneous surfaces can be very well approximated Nike Free Run 2 Sale
by the exponential higher degree polynomial of variable In (p/p0). This equation is obtainable by statistical thermodynamics methods. On some simplifying assumptions one can obtain the Dubinin-Radushkevich and Freundlich adsorption isotherms from the exponential isotherm. The energy distribution function corresponding to the exponential adsorption isotherm
can be calculated in the way analogous to that for DR isoterm.
The analysis of beams on elastic Winkler foundation is very common in engineering. In many applications, transverse as well as axial forces exist. An Nike Roshe Runs Black
exact analytical solution of a finite element beam column resting on a Winkler foundation is performed from which the exact stiffness terms are determined. The stiffness matrix is incorporated into a common beam program. Nodes are required only at points of discontinuity in stiffness, loading, or supports. Comparisons are made with case results appearing in literature.