Buckling in Eccentrically Discharged Silos and the Assumed Pressure Distribution

Author:

Sadowski Adam J.1,Rotter J. Michael2

Affiliation:

1. Lecturer, Dept. of Civil and Environmental Engineering, Imperial College London, South Kensington SW7 2AZ, U.K.; formerly, Research Associate, Univ. of Edinburgh, Edinburgh EH9 3JL, Scotland (corresponding author).

2. Professor of Civil Engineering, Institute for Infrastructure and Environment, School of Engineering, Univ. of Edinburgh, Edinburgh EH9 3JL, Scotland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference39 articles.

1. ABAQUS 6.9 [Computer software]. Providence RI Dassault Systèmes Simulia.

2. Behaviour of empty steel grain silos under wind loading: part 1: the stiffened cylindrical shell

3. Bin‐Wall Failure Caused by Eccentric Discharge of Free‐Flowing Grain

4. Chen J. F. (1996). “Granular solid – structure interaction in silos.” Ph.D. thesis Univ. of Edinburgh Edinburgh U.K.

5. Statistical inference of unsymmetrical silo pressures from comprehensive wall strain measurements

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