Reliability analysis in an unloading model of silo storage by means of the Discrete Element Method DEM

Authors

DOI:

https://doi.org/10.4067/S0718-28132014000100002

Keywords:

discrete element method DEM, reliability, silo, FOSM

Abstract

Modelling based upon the discrete element method has opened the possibility of simulating different processes, which under the paradigm of traditional continuum mechanics, had not been duly modelled due to their granular nature. Many fields have benefited from the headway made in recent years in the modelling of granular materials with discrete elements: agricultural engineering that requires to design grain storages; geotechnical engineering that needs to deepen the understanding of geomechanical processes; the mining industry which needs to optimise the design of cut slopes for open pits; and the pharmaceutic industry among others. Despite the recent developments in the discrete element modelling, the method itself has associated an epistemic and a random uncertainty. In this case, the random uncertainty within DEM can be linked to the constitutive models. The review of specialised literature reveals few attempts to address the issue of assessing the uncertainty within simulations using DEM. On the other hand, many works have been published since the 80's about uncertainty within finite element modelling (finite element stochastics). This article presents a first approach to assess uncertainty in DEM modelling. A procedure to assess the random uncertainty in the DEM simulation of silos storing corn is proposed. FOSM (First Order Second Moment) method is used to approximate the statistical moments of the performance function (velocity of discharge), using the central finite difference technique. The obtained results allow to foresee the feasibility of using the proposed procedure to assess the probability of a non-clogged operation of the hopper system under different hopper geometries.

References

Baecher, G. B. and Christian, J. T. (2005). Reliability and statistics in geotechnical engineering. Wiley

Cherubini, C. (2000). Probabilistic approach to the design of anchored sheet pile walls. Computers and Geotechnics 26(3):309-330. https://doi.org/10.1016/S0266-352X(99)00044-0

Cundall, IP A. and Strack, O. D. L. (1979). A discrete numerical model for granular assemblies. Géotechnique 29(1):47-65. https://doi.org/10.1680/geot.1979.29.1.47

Fernández Llana, D. (2010). Determinación de parámetros utilizados en las simulaciones DEM. Tesis de Máster, Universidad Politécnica de Madrid

Itasca (2007). Particle flow code 3D, version 4D. Itasca Consulting Group Inc., Minneapolis, MN, USA

Jiang, M., Yu, H.-S. and Leroueil, S. (2007). A simple and efficient approach to capturing bonding effect in naturally microstructured sands by discrete element method. International Journal for Numerical Methods in Engineering, 69(6):1158-1193. https://doi.org/10.1002/nme.1804

Johnson, K. L. (1987). Contact mechanics. Cambridge University Press.

Kwak, K., Kim, K. J., Huh, J., Lee, J. H. and Park, J. H. (2010). Reliability-based calibration of resistance factors for static bearing capacity of driven steel pipe piles. Canadian Geotechnical Journal 47(5):528-538. https://doi.org/10.1139/T09-119

Lobo-Guerrero, S. and Vallejo, L. E. (2005). Discrete element method evaluation of granular crushing under direct shear test conditions. Journal of Geotechnical and Geoenvironmental Engineering 131(10):1295-1300. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:10(1295)

Mendoza, C., Ramos, A. M., Cunha, R. y Lizcano, A. (2011). análisis del proceso constructivo y variabilidad de parámetros geotécnicos en la capacidad de carga de micropilotes usando elementos finitos aleatorios. Obras y Proyectos 11:61-70. https://doi.org/10.4067/S0718-28132012000100006

Moarefvy, E and Verdel, T. (2008). The probabilistic distinct element method. International Journal for Numerical and Analytical Methods in Geomechanics 32(5):559-577. https://doi.org/10.1002/nag.637

O'Sullivan, C. (2011). Particulate Discrete Element Modelling: A Geomechanics Perspective. Applied Geotechnics. Spon Press/ Taylor & Francis. Wiltshire, Great Britain.

Shen, H. and Abbas, S. M. (2013). Rock slope reliability analysis based on distinct element method and random set theory. International Journal of Rock Mechanics and Mining Sciences 61:15 - 22. https://doi.org/10.1016/j.ijrmms.2013.02.003

Vnmarcke, E. and Grigoriu, M. (1983). Stochastic finite element analysis of simple beams. Journal of Engineering Mechanics 109:1203-124. https://doi.org/10.1061/(ASCE)0733-9399(1983)109:5(1203)

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2014-06-01

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How to Cite

Reliability analysis in an unloading model of silo storage by means of the Discrete Element Method DEM. (2014). Obras Y Proyectos, 15, 21-30. https://doi.org/10.4067/S0718-28132014000100002