Study of Buckling in Steel Silos under Eccentric Discharge Flows of Stored Solids

The most serious loading condition for slender thin-walled metal silos has long been recognized to be the condition of discharge, with eccentric discharge causing more catastrophic failures than any other. Two key reasons for this high failure rate are the difficulties in characterizing the pressure distribution caused by eccentric solids flow, and in understanding the associated unsymmetrical stresses in the silo wall. Few studies have addressed either the linear elastic behavior of such a silo or its buckling failure under eccentric discharge. In this study, the eccentric discharge pressures are characterized using the new rules of the European Standard EN 1991-4 on Silos and Tanks. This novel description of unsymmetrical pressures permits a study of the structural behavior leading to buckling during eccentric discharge, including the critical effects of change of geometry and imperfection sensitivity, to be undertaken using geometrically and materially nonlinear computational analyses. The mechanics of...

[1]  Jørgen Nielsen,et al.  Pressures from flowing granular solids in silos , 1998, Philosophical Transactions of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences.

[2]  J. Michael Rotter,et al.  Elephant's foot buckling in pressurised cylindrical shells , 2006 .

[3]  J. M. Rotter,et al.  IMPERFECTION SENSITIVITY OF THIN ELASTIC CYLINDRICAL SHELLS SUBJECT TO PARTIAL AXIAL COMPRESSION , 2004 .

[4]  J. R. Johanson,et al.  Bin Loads—Part 2: Concepts , 1973 .

[5]  E. Riks An incremental approach to the solution of snapping and buckling problems , 1979 .

[6]  J. M. Rotter,et al.  Guide for the Economic Design of Circular Metal Silos , 2001 .

[7]  J. Michael Rotter,et al.  Buckling of Pressurized Axisymmetrically Imperfect Cylinders under Axial Loads , 1992 .

[8]  Jin Y. Ooi,et al.  A statistical evaluation of filling and discharging pressures on silo walls , 2005 .

[9]  S. Timoshenko Theory of Elastic Stability , 1936 .

[10]  R. Nedderman Statics and Kinematics of Granular Materials: Euler's equation and rates of strain , 1992 .

[11]  C. R. Calladine,et al.  Theory of Shell Structures , 1983 .

[12]  J. Michael Rotter,et al.  Silo and Hopper Design for Strength , 2009 .

[13]  Martin Gillie,et al.  The effects of patch loads on thin-walled steel silos , 2002 .

[14]  J M Rotter Local Collapse of Axially Compressed Pressurized Thin Steel Cylinders , 1990 .

[15]  J. M. Rotter,et al.  Buckling of thin metal shells , 2004 .

[16]  Jin-Guang Teng,et al.  Analysis of geometric imperfections in full-scale welded steel silos , 2005 .

[17]  J. Teng,et al.  Elastic Stability of Cylindrical Shells with Weld Depressions , 1989 .

[18]  Jin Y. Ooi,et al.  SYSTEMATIC AND RANDOM FEATURES OF MEASURED PRESSURES ON FULL-SCALE SILO WALLS , 1989 .

[19]  Xiaoli Ding,et al.  Technique for precise measurement of large-scale silos and tanks , 1996 .

[20]  Jin-Guang Teng,et al.  Buckling of circular steel silos subject to code-specified eccentric discharge pressures , 2003 .

[21]  Andrew Drescher,et al.  Analytical methods in bin-load analysis , 1991 .

[22]  C. Y. Song Effects of patch loads on structural behavior of circular flat-bottomed steel silos , 2004 .

[23]  Archibald N. Sherbourne,et al.  Buckling of Cylindrical Shells Under Axial Compression , 1967 .

[24]  J. M. Rotter,et al.  The Analysis of Steel Bins Subject to Eccentric Discharge , 1986 .

[25]  A. W. Jenike,et al.  Denting of Circular Bins with Eccentric Drawpoints , 1967 .