The local distribution of stress near a point of zero shear stress in a rectilinear flow field

The distribution of stress in the vicinity of a point at which shear stress magnitude is zero is investigated analytically for rectilinear flow of a fluid in a channel or pipe. For a fluid with non-linear power-law properties the contours of constant stress and velocity either approach circular or f...

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Bibliographic Details
Published in:Journal of Glaciology
Main Author: Raymond, Charles F.
Format: Article in Journal/Newspaper
Language:English
Published: Cambridge University Press (CUP) 1974
Subjects:
Online Access:http://dx.doi.org/10.1017/s0022143000023455
https://www.cambridge.org/core/services/aop-cambridge-core/content/view/S0022143000023455
Description
Summary:The distribution of stress in the vicinity of a point at which shear stress magnitude is zero is investigated analytically for rectilinear flow of a fluid in a channel or pipe. For a fluid with non-linear power-law properties the contours of constant stress and velocity either approach circular or flat shapes near such a point, irrespective of the particular boundary conditions. There are no intermediate cases, although such intermediate behavior exists for linear fluids.