Janssen equation

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The stresses in a silo can be described with the Janssen equation (after HA Janssen, 1895) . It describes the equilibrium of forces in the vertical direction and is a special case of the general equation of hydrostatic equilibrium , taking into account the silo wall.

For a disk-shaped volume element (radius r) of height  dz , which spans the entire cross-section of  the silo with circumference  , applies

,

in which

The weight of the bulk material acts in the disk

  • the difference in stresses (pressure gradient ) on the top and bottom of the disc (the first terms on both sides) as well
  • against the thrust exerted by the silo wall .

The Janssen equation can be transformed into an ordinary differential equation :

The solution of the like. can be found by choosing suitable boundary and initial conditions .

literature

  1. Janssen, HA: Experiments on grain pressure in silo cells . In: Z. Ver. German Ing. Band 39 , 1895, p. 1045-1049 ( duke.edu [PDF] scan of the article (memento in the web archive from October 30, 2011)). Experiments using grain pressure in silo cells ( memento of the original from March 3, 2011 in the Internet Archive ) Info: The archive link was automatically inserted and not yet checked. Please check the original and archive link according to the instructions and then remove this notice.  @1@ 2Template: Webachiv / IABot / www.phy.duke.edu

Web links