TECHNICAL PAPERS
Oct 1, 2001

Discharge and the Eccentricity of the Hopper Influence on the Silo Wall Pressures

Publication: Journal of Engineering Mechanics
Volume 127, Issue 10

Abstract

The objective of this work is to perform an analysis of pressure distributions in grain silos for both the discharge and static conditions with eccentric outlets. To this end, the commercial ANSYS program, based on the finite-element method is employed. In this paper, results are presented for a silo with a height of 10.5 m (cylinder height 8 m, base cone height 2.5 m), a silo radius of 3 m, and an outlet radius of 0.5 m. Outlet eccentricity ranged from 0% (central outlet) to 100% (maximally eccentric outlet, tangential to the silo cylinder). Based on the results, this paper proposes new methods of analyzing silo discharge and the influence of outlet eccentricity. The discharge model combines both dilatancy and type of discharge effects. 3D models were developed to analyze the eccentricity of the outlet. The results are compared with previous research data and with standard design guidelines.

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References

1.
Aguado, P., Ayuga, F., Guaita, M., Gutiérrez, P., Morán, J., and Juan, A. ( 1999). “Predicting stress fields in agricultural silos during discharge.” Proc., 1999 ASAE/CSAE Annu. Int. Meeting, ASAE, St. Joseph, Mich.
2.
ANSYS user's manual for revision 5.3. (1998). Swanson Analysis Systems Inc., Houston.
3.
Deutsch, G. P., and Schmidt, L. C. (1968). “Pressures on silo walls.”J. Engrg. Mech. Div., ASCE.
4.
Drucker, D. C., and Prager, W. ( 1952). “Soil mechanics and plastic analysis on limit design.” Quart. Appl. Math., 10(2), 157–165.
5.
European Committee for Standardization (CEN). ( 1995). “Eurocode 1. Part 4: Basis of design and actions on structures. Actions on silos and tanks.” ENV 1991-4, Brussels.
6.
Guaita, M., Ayuga, F., and García-Vaquero, E. ( 1996). “Silage material parameters which determine lateral pressures obtained by the finite element method.” Proc., Int. Conf. on Agric. Engrg., AgEng'96, EurAgEng., Silsoe, Bedford, U.K.
7.
Janssen, H. A. ( 1895). “Versuch üuber Getreidedruck in Sillozellen [Experiments on grain loads in silo cells].” Zeischrift des Vesein Deutscher Ingenieurs, 39, 1045–1049 (in German).
8.
Jenike, A. W., and Johanson, J. R. (1968). “Bins loads.”J. Struct. Div., ASCE, 94(4), 1011–1041.
9.
Jofriet, J. C., Negi, S. C., and Lu, Z. ( 1997). “Parametric study of bin loads using a hybrid numerical model.” ASAE Meeting Presentation, Minneapolis.
10.
Kim, V. S. ( 1959). “Davlenie Zerna i Sovershenstvovanie Konstrukstii Silosov [Grain actions on silos and construction procedures].” Khleboissdat, Moscow (in Russian).
11.
Pieper, K., and Stamou, K. ( 1981). Lasten in Niedriguen Silos, Technische Universitat, Braunschweig, Germany (in German).
12.
Pieper, K., and Wagner, K. ( 1969). “Der Einfluss Verscheidener Auslaufarten auf die Seitendrucke in Silozellen [The influence of different types of discharge on the silo cells loads].” Aufbereitungs-Technik, Wiesbaden, Germany (in German).
13.
Platonov, P. N., and Kovtun, A. P. ( 1959). “Davlenie Zerna na Stenki Silosov Elevatorov [Grain loads on the silo walls].” Mukomolno Elevatornaia Promyshlennost, Moscow, 25(12), 22–24 (in Russian).
14.
Ravenet, J. ( 1977). Silos, Editores Técnicos Asociados, Barcelona, Spain.
15.
Rong, G. ( 1994). “Discrete element modeling for flow of particulate materials in bins.” PhD thesis, University of Guelph, Ont., Canada.
16.
Rotter, M., Ooi, J., Holst, M., and Zhong, Z. ( 1997). “Comparative evaluation of numerical methods for predicting flow and stress fields in silos.” EPSRC DEMFEM International Collaboration, CA-SILO Collaborative Action: WG5, 〈http://oats.civ.ed.ac.uk/research/silo/demfem/〉.
17.
Sugita, M. ( 1972). Flow and pressures of no-cohesive granular materials in funnel flow bin, ASME, 1–8.
18.
Zhang, Q., Britton, M. G., and Xu, S. ( 1994). “Using dilatancy angle to predict dynamic loads during discharge in bulk solid storage structures.” Proc., Powder and Bulk Solids '94, Rosemont, Ill., 383–390.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 127Issue 10October 2001
Pages: 1067 - 1074

History

Received: Apr 27, 2001
Published online: Oct 1, 2001
Published in print: Oct 2001

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Authors

Affiliations

Agric. Engr., Universidad Politécnica Madrid, E.T.S. Ingenieros Agrónomos, Ciudad Universitaria s/n, 28040 Madrid, Spain. E-mail: [email protected]
Agric. Engr., Universidad de Santiago de Compostela, E.T.S. Ingenieros Agrónomos, Campus Universitario, 24002 Lugo, Spain. E-mail: [email protected]
Agric. Engr., Universidad de León, E.S.T. Ingeniería Agraria, Av. Portugal, 41, 24071 Leon, Spain. E-mail: [email protected]
Agric. Engr., Universidad de Santiago de Compostela, E.T.S. Ingenieros Agrónomos, Campus Universitario, 24002 Lugo, Spain. E-mail: [email protected]

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