A “principal stress cap” model for stresses in a circular silo with an off-centre circular core: Finite core models, including filled silos, incipient flow and switch stresses-Reference-Cited by-同舟云学术

A “principal stress cap” model for stresses in a circular silo with an off-centre circular core: Finite core models, including filled silos, incipient flow and switch stresses

Published:2016-02 Issue: Volume:106 Page:263-282
ISSN:0263-8762
Container-title:Chemical Engineering Research and Design
language:en
Short-container-title:Chemical Engineering Research and Design

Author:

Matchett A.J.,Langston P.A.,McGlinchey D.

Publisher

Elsevier BV

Subject

General Chemical Engineering,General Chemistry

Reference19 articles.

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4. On the theory of arching in mass flow hoppers;Enstad;Chem. Eng. Sci.,1975

5. Action on Structures – Part 4: Silos and Tanks, Brussels, Belgium;Eurocode 1, EN 1991-4,2006

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1. A principal stress cap model for stresses in square silos, with some examples of exponential stress;Powder Technology;2022-11

2. A linear, analytical solution to the principal stress cap, force balance equations for asymmetrical stresses in cylindrical silos;Chemical Engineering Research and Design;2020-01

3. Corrigendum to “A “principal stress cap” model for stresses in a circular silo with an off-centre circular core: Finite core models, including filled silos, incipient flow and switch stresses” [Chem. Eng. Res. Des. 106 (2016) 263–282];Chemical Engineering Research and Design;2018-01

4. Corrigendum to “A model for stresses in a circular silo with an off-centre circular core, using the concept of a principal stress cap: Solution for a completely filled silo and comparison with Janssen and DEM data” [Chem. Eng. Res. Des. 93 (2015) 330–348];Chemical Engineering Research and Design;2018-01

5. A continuum model of stresses in a vertical silo with a flow channel in the vicinity of the wall, using the principal stress cap surface approach for the bulk solids;Chemical Engineering Research and Design;2017-06