Technical Papers
Mar 20, 2014

Limits of Silo Design Codes

Publication: Practice Periodical on Structural Design and Construction
Volume 20, Issue 2

Abstract

Numerous codes and standards specify means to calculate material-induced loads that are needed to design silos. The three most commonly used of such codes do not provide users with consistent information, and many common silo design conditions are not covered. A brief description of each code and its limitations is provided, and common design conditions not covered by any code are identified.

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Acknowledgments

The author is indebted to Michael Rotter and David Craig for their critical review and useful suggestions to improve this paper.

References

American Concrete Institute (ACI). (1997). “Standard practice for design and construction of concrete silos and stacking tubes for storing granular materials.” 313-77, Detroit.
American Society of Agricultural Engineers (ASAE). (2011). “Loads exerted by free-flowing grain on bins.” ANSI/ASAE EP433 DEC 1998 (R2011), St. Joseph, MI.
ANNALS de L'Institut Technique du Batiment et des Travaux Publics (ANNALS). (1975). “Regles de conception et de calcul des silos en beton.” Serie: Theories et Methods de Calcul. No. 189. Supplement au No. 334, Paris (in French).
Australia Standard (AS). (1996). “Loads on bulk solids containers.” 3774-1990, North Sydney, NSW, Australia.
British Standards Institution (BSI). (2006). “Actions on structures. Part 4: Silos and tanks.” BS EN 1991-4:2006, Eurocode 1, London.
Carson, J. W. (2000). “Silo failures: Case histories and lessons learned.” Proc., 3rd Israeli Conf. for Conveying and Handling of Particulate Solids, Elsevier Science, New York, 4.1–4.11.
Deutsches Institut fur Normung (DIN). (1964). “Lastannahmen fur bauten. Blatt 6: Lasten in silozellen.” 1055-6, Berlin (in German).
Deutsches Institut fur Normung (DIN). (2005). “Einwirkungen auf Tragwerke—Teil 6: Einwirkungen auf Silos und Flussigkeitsbehalter.” 1055-6, Berlin (in German).
Gorenc, B. E., Hogan, T. J., and Rotter, J. M., eds. (1986). Guidelines for the assessment of loads on bulk solids containers, Institution of Engineers Australia, Barton, Australia.
ISO. (1995). “Bases for design of structures—Loads due to bulk materials.” 11697:1995, Geneva, Switzerland.
Janssen, H. A. (1895). “Versuche uber Getreidedruck in Silozellen.” Z. Ver. Dt. Ing., 39(5), 1045–1049 (in German).
Nielsen, J. (1998). “Pressures from flowing granular solids in silos.” Phil. Trans. R. Soc. A, 356(1747), 2667–2684.
Ooi, J. Y., et al. (1990). “Systematic and random features of measured pressures on full-scale silo walls.” Eng. Struct., 12(2), 74–87.
Pieper, K., and Wenzel, F. (1964). Druckverhältnisse in silozellen, Wilhelm Ernst und Sohn, Berlin (in German).
Rotter, J. M. (1983). “The effect of increasing grain moisture content on the stresses in silo walls.” Investigation Rep. S444, School of Civil and Mining Engineering, Univ. of Sydney, Sydney, Australia.
Rotter, J. M. (1986). “The analysis of steel bins subject to eccentric discharge.” Proc., 2nd Int. Conf. on Bulk Materials Storage Handling and Transportation, Institution of Engineers Australia, Newcastle, Australia, 264–271.
Rotter, J. M. (2001). Guide for the economic design of circular metal silos, Spon Press, London.
State Committee on Construction (SCC). (1965). “Guide for design of silos for granular materials.” 302-65, Moscow (in Russian).
Zhong, Z., et al. (2001). “The sensitivity of silo flow and wall pressures to filling method.” Eng. Struct., 23(7), 756–767.

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Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 20Issue 2May 2015

History

Received: Aug 26, 2013
Accepted: Feb 11, 2014
Published online: Mar 20, 2014
Published in print: May 1, 2015

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John W. Carson, Ph.D., M.ASCE [email protected]
President, Jenike & Johanson, Inc., 400 Business Park Dr., Tyngsboro, MA 01879. E-mail: [email protected]

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