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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 56
ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING COMPUTING FOR PRACTICE Edited by: B.H.V. Topping
Paper II.2
Finite Element Analysis of a Cylindrical Silo Shell under Unsymmetrical Pressure Distributions D. Briassoulis
Department of Agricultural Engineering, Agricultural University of Athens, Athens, Greece D. Briassoulis, "Finite Element Analysis of a Cylindrical Silo Shell under Unsymmetrical Pressure Distributions", in B.H.V. Topping, (Editor), "Advances in Civil and Structural Engineering Computing for Practice", Civil-Comp Press, Edinburgh, UK, pp 31-39, 1998. doi:10.4203/ccp.56.2.2
Abstract
This paper deals with the analysis of the behaviour and
the state of stress developing in a silo shell under real
asymmetric pressure distributions concerning both, storing
and discharge. The results obtained suggest that the design of
such structures may not neglect the asymmetric features of the
real pressures developed by the stored material.
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