Rectangular steel silos: Finite element predictions of filling wall pressures
RJ Goodey, CJ Brown, JM Rotter - Engineering Structures, 2017 - Elsevier
The pressures exerted on the walls of rectangular planform steel flexible-walled silos by
several different stored granular bulk solids are investigated using a validated finite element
model that has been used in several previous studies. These pressures and the state of
stress in the bulk solid are explored for a range of silo geometries and stored bulk solids.
The results show that the horizontal pressure distribution across a silo wall is generally not
uniform. This demonstrates that widely used theories may be adequate for stiff concrete …
several different stored granular bulk solids are investigated using a validated finite element
model that has been used in several previous studies. These pressures and the state of
stress in the bulk solid are explored for a range of silo geometries and stored bulk solids.
The results show that the horizontal pressure distribution across a silo wall is generally not
uniform. This demonstrates that widely used theories may be adequate for stiff concrete …
Rectangular Steel Silos: Finite Element Predictions of Filling Wall Pressures
CJ Brown, JM Rotter, RJ Goodey - 2016 - bura.brunel.ac.uk
The pressures exerted on the walls of rectangular planform steel flexible-walled silos by
several different stored granular bulk solids are investigated using a validated finite element
model that has been used in several previous studies. These pressures and the state of
stress in the bulk solid are explored for a range of silo geometries and stored bulk solids.
The results show that the horizontal pressure distribution across a silo wall is generally not
uniform. This demonstrates that widely used theories may be adequate for stiff concrete …
several different stored granular bulk solids are investigated using a validated finite element
model that has been used in several previous studies. These pressures and the state of
stress in the bulk solid are explored for a range of silo geometries and stored bulk solids.
The results show that the horizontal pressure distribution across a silo wall is generally not
uniform. This demonstrates that widely used theories may be adequate for stiff concrete …
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