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

Author:

Ayuga F.1234,Guaita M.1234,Aguado P. J.1234,Couto A.1234

Affiliation:

1. Agric. Engr., Universidad Politécnica Madrid, E.T.S. Ingenieros Agrónomos, Ciudad Universitaria s/n, 28040 Madrid, Spain. E-mail: ayuga@cvr.etsia.upm.es

2. Agric. Engr., Universidad de Santiago de Compostela, E.T.S. Ingenieros Agrónomos, Campus Universitario, 24002 Lugo, Spain. E-mail: guaita@lugo.usc.es

3. Agric. Engr., Universidad de León, E.S.T. Ingeniería Agraria, Av. Portugal, 41, 24071 Leon, Spain. E-mail: diapar@unileon.es

4. Agric. Engr., Universidad de Santiago de Compostela, E.T.S. Ingenieros Agrónomos, Campus Universitario, 24002 Lugo, Spain. E-mail: couto@lugo.usc.es

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference18 articles.

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. “Pressures on silo walls.”;Deutsch G. P.;J. Engrg. Mech. Div.,1968

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.

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