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A theoretical model for the stress distribution in granular matter. II. Forces in pipes

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  • Mounfield, C.C.
  • Edwards, S.F.

Abstract

As an application of the model we have developed for the stress within a granular material we consider the force distribution within vertical and horizontal pipes. For a vertical pipe (with rough walls) the average forces in the system follow the arch of a catenary between the walls. For a horizontal pipe pressure exerted at one end of the pipe is transmitted in right cones to the walls with the stress free region ending in a cone whose apex is the face of the open end.

Suggested Citation

  • Mounfield, C.C. & Edwards, S.F., 1996. "A theoretical model for the stress distribution in granular matter. II. Forces in pipes," Physica A: Statistical Mechanics and its Applications, Elsevier, vol. 226(1), pages 12-24.
    • Handle: RePEc:eee:phsmap:v:226:y:1996:i:1:p:12-24
    DOI: 10.1016/0378-4371(95)00376-2
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    Cited by:

    1. Oron, G. & Herrmann, H.J., 1999. "Contact forces in regular 3D granular pile," Physica A: Statistical Mechanics and its Applications, Elsevier, vol. 265(3), pages 455-462.
    2. Edwards, S.F. & Grinev, D.V., 1999. "The statistical-mechanical theory of stress transmission in granular materials," Physica A: Statistical Mechanics and its Applications, Elsevier, vol. 263(1), pages 545-553.

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