Buckling in Eccentrically Discharged Silos and the Assumed Pressure Distribution-Reference-Cited by-同舟云学术

Buckling in Eccentrically Discharged Silos and the Assumed Pressure Distribution

Published:2013-07 Issue:7 Volume:139 Page:858-867
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000525

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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