Technical Papers
Mar 10, 2017

Behavior of a Large Steel Field Silo Structure Subject to Grain Loading

Publication: Journal of Performance of Constructed Facilities
Volume 31, Issue 5

Abstract

Silos are structures made of steel commonly used as storage facilities for grains and other bulk foods. This study presents monitoring of the structural behavior of a recently constructed large field silo structure subjected to a static grain load. Challenging full-scale tests were conducted on a steel silo that measured 14.55 m in diameter and 23.27 m in height. It was located on open farm land near Bothwell, Ontario, Canada. The silo’s internal pressure from static grain loading and its wall’s displacement and strain were measured. A complex finite-element model of the silo was then successfully developed and validated. This finite-element model furthered understanding and insights concerning the structural behavior of silos when loaded with bulk corn. The finite-element model showed that the critical stress occurred at the connection point between the silo’s vertical stiffeners and its wall; the model also showed that the maximum lateral deformation of the silo occurred approximately 1.47 m above the top surface of the silo’s concrete foundation. However, the stresses and displacements were small and within the elastic stress limit; hence, they do not pose any threat to the structural integrity of the field silo.

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Acknowledgments

The authors acknowledge the financial support received from the Natural Sciences and Engineering Research Council of Canada (NSERC), Lambton Conveyor Ltd., and Ontario Centers of Excellence (OCE).

References

ABAQUS [Computer software]. Dassault Systemes, Providence, RI.
Alberta Agriculture and Forestry. (2015). “Average farm input prices for Alberta.” ⟨http://www.agric.gov.ab.ca/app21/farminputprices⟩ (Mar. 15, 2015).
ASABE (American Society of Agricultural and Biological Engineers). (2011). “Loads exerted by free-flowing grain on shallow storage.” ANSI/ASAE EP433, St. Joseph MI.
AS (Australian Standard). (1996). “Loads on bulk solids containers.” AS3774-96, Sydney, Australia.
ASTM. (2004). Standard specification for steel sheet, zinc-coated (galvanized) or zinc-iron alloy-coated (galvannealed) by the hot-dip process, West Conshohocken, PA.
ASTM. (2014). Standard test methods for tension testing of metallic materials, West Conshohocken, PA.
Bucklin, R. A., Thompson, S. A., Ross, I. J., and Biggs, R. H. (1989). “Apparent dynamic coefficient of friction of wheat on bin wall material.” Trans. ASAE, 32(5), 1769–1773.
Bucklin, R. A., Thompson, S. A., Ross, I. J., and Biggs, R. H. (1993). “Apparent dynamic coefficient of friction of corn on galvanized steel bin wall material.” Trans. ASAE, 36(6), 1915–1918.
Carson, J. W. (2015). “Limits of silo design codes.” Pract. Period. Struct. Des. Constr., .
CEN (European Committee for Standardization). (2007). “Design of steel structures.” Eurocode 3, EN 1993-4-1:2007, Brussels, Belgium.
Couto, A., Ruiz, A., and Aguado, P. J. (2012). “Design and instrumentation of a mid-size test station for measuring static and dynamic pressures in silos under different conditions. Part I: Description.” Comput. Electron. Agric., 85, 164–173.
Dogangun, A., Karaca, Z., Durmus, A., and Sezen, H. (2009). “Cause of damage and failures in silo structures.” J. Perform. Constr. Facil., 65–71.
Iwicki, P., Wójcik, M., and Tejchman, J. (2011). “Failure of cylindrical steel silos composed of corrugated sheets and columns and repair methods using a sensitivity analysis.” Eng. Fail. Anal., 18(8), 2064–2083.
Jaky, J. (1944). “The coefficient of earth pressure at rest.” J. Soc. Hungarian Archit. Eng., 78, 355–358.
Janssen, H. (1895). “Versuche über getreidedruck in silozellen.” Z. Ver. Dtsch. Ing., 39, 1045–1049.
Lvin, J. B. (1971). “Analytical evaluation of pressures of granular materials on silo walls.” Powder Technol., 4(5), 280–285.
Öztürk, T., and Esen, B. (2013). “Physical and mechanical properties of some hybrid corn varieties.” Int. J. Agric. Biol. Eng., 6(1), 111–116.
Ramírez-Gómez, Á., Gallego, E., Fuentes, J. M., González-Montellano, C., Porras-Prieto, C. J., and Ayuga, F. (2014). “Full-scale tests to measure stresses and vertical displacements in an 18.34-m-diameter agricultural steel silo roof.” Comput. Electron. Agric., 106, 56–65.
Ruiz, A., Couto, A., and Aguado, P. J. (2012). “Design and instrumentation of a mid-size test station for measuring static and dynamic pressures in silos under different conditions. Part II: Construction and validation.” Comput. Electron. Agric., 85, 174–187.
Sondej, M., Iwicki, P., Tejchman, J., and Wójcik, M. (2015). “Critical assessment of Eurocode approach to stability of metal cylindrical silos with corrugated walls and vertical stiffeners.” Thin-Walled Struct., 95, 335–346.
Vanel, L., Claudin, P., Bouchaud, J., Cates, M., Clement, E., and Wittmer, J. (2000). “Stresses in silos: Comparison between theoretical models and new experiments.” Phys. Rev. Lett., 84(7), 1439–1442.
Wójcik, M., Iwicki, P., and Tejchman, J. (2011). “3D buckling analysis of a cylindrical metal bin composed of corrugated sheets strengthened by vertical stiffeners.” Thin-Walled Struct., 49(8), 947–963.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 31Issue 5October 2017

History

Received: Jun 8, 2016
Accepted: Dec 21, 2016
Published ahead of print: Mar 10, 2017
Published online: Mar 11, 2017
Discussion open until: Aug 11, 2017
Published in print: Oct 1, 2017

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Authors

Affiliations

Xie Yu
Former Master Student, Dept. of Civil and Environmental Engineering, Univ. of Windsor, 401 Sunset Ave., Windsor, ON, Canada N9B 3P4.
Arash Raeesi
Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Univ. of Windsor, 401 Sunset Ave., Windsor, ON, Canada N9B 3P4.
Hossein Ghaednia
Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Univ. of Windsor, 401 Sunset Ave., Windsor, ON, Canada N9B 3P4.
Jamshid Heydariha
Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Windsor, 401 Sunset Ave., Windsor, ON, Canada N9B 3P4.
Sreekanta Das [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Windsor, 401 Sunset Ave., Windsor, ON, Canada N9B 3P4 (corresponding author). E-mail: [email protected]
Shuangxi Xie
Senior Engineer, Lambton Conveyor Ltd., 102 Arnold St., Wallaceburg, ON, Canada N8A 3P4.

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