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Titlebook: Exact and Approximate Solutions for Mathematical Models in Science and Engineering; Christian Constanda,Paul J. Harris,Bardo E. J. Bod Boo

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C. R. Murthy,P. C. Sinha,Y. R. RaoAlthough the mechanisms that act during LSW are still not well understood, one of the most accepted phenomena is the multi-component ion exchange (MIE) theory. In this work we derive the analytical solution for a one-dimensional two-phase multi-component flow, considering the ion exchange theory. In
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Dr.-Ing. David Blanco-Rodriguezhe . equations as initial guess for the fine-mesh scattering source. The first part of this methodology consists of obtaining a local general solution for the . equations with arbitrary order N. In the second part, the local general solution for the . equations was used as an improved initial guess
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https://doi.org/10.1007/978-3-642-32160-3errors of the corresponding Jacobi dynamic iterative schemes. We do so by applying them to a test problem involving two-dimensional linear differential systems and by deriving exact formulas for these errors. The formulas are provided for any iteration index . and are written in terms of given param
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https://doi.org/10.1007/978-3-7091-2538-0 hole, for the mathematical model of bending of elastic plates with transverse shear deformation. The results in the two cases are compared and contrasted, and the analysis is illustrated by examples with specific boundary conditions.
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Approximation of Solution for Bending of an Elastic Plate: Interior vs Exterior Cases, hole, for the mathematical model of bending of elastic plates with transverse shear deformation. The results in the two cases are compared and contrasted, and the analysis is illustrated by examples with specific boundary conditions.
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Extreme Cases in Boundary Homogenization for the Linear Elasticity System,ontact with the plane. We assume that the surface . is traction-free out of small regions ., where we impose Winkler-Robin boundary conditions. The regions are at a distance . between them. This condition links stresses and displacements by means of a symmetric and positive definite matrix-function
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