1960
DOI: 10.1063/1.1706150
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Some Variational Theorems for Non-Newtonian Flow

Abstract: A new variational theorem is formulated which has as its Euler equations and natural boundary conditions all of the differential equations and boundary conditions of the boundary value problem under consideration. Other variational theorems, including the classical theorems of Helmholtz, follow from this fundamental theorem. Conditions under which the theorems obtained are minimum or maximum principles are discussed and application to non-Newtonian flow in a tube is made.

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Cited by 63 publications
(41 citation statements)
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“…Elements of a variational principle for the Stokes flow of an incompressible non-Newtonian fluid already exist in the literature (Bird, 1960;Johnson, 1960). These have been our starting point for constructing a variational principle suitable for ice-sheet modeling.…”
Section: The Action Principle and The Euler-lagrange Equationsmentioning
confidence: 99%
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“…Elements of a variational principle for the Stokes flow of an incompressible non-Newtonian fluid already exist in the literature (Bird, 1960;Johnson, 1960). These have been our starting point for constructing a variational principle suitable for ice-sheet modeling.…”
Section: The Action Principle and The Euler-lagrange Equationsmentioning
confidence: 99%
“…Bird, 1960;Johnson, 1960). Early applications in glaciology of the principle formulated by Johnson (1960) may be found in Fowler (1981) and Oakberg (1981). Variational principles in ice-sheet modeling involving the various approximate models, particularly in the finite-element context, are to be found in Colinge and Rappaz (1999), Glowinski and Rappaz (2003) and Rappaz and Reist (2005) for example, and most recently in the work of Schoof (2006Schoof ( , 2010.…”
mentioning
confidence: 99%
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“…For all remaining solutions, however, all the ruby and steel spheres were used. It is clear from Figure 2 (9) in which C is a constant for a given fluid. From Equation ( vm2/D2) should define straight lines which should intercept the (vm2/D2) = 0 axes at -qs = qo.…”
Section: Extrapolation Procedures For the Zero-shear Vfscosltymentioning
confidence: 93%
“…Most treatments of the problem have considered the deformation and the basal slip separately, but a variational principle for stresses presented by Johnson (1960) can be used to investigate the interaction between the two modes of flow.…”
Section: Flow Of Ice In a Cylindrical Channel Of Parabolic Cross-sectionmentioning
confidence: 99%