Anti-Calculated Method of Static Pressure for Silo

Abstract:

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In this paper, the anti-calculated method for the static pressure associated with the silo structure is developed and the strain sensitivity is derived based on the formulations of the finite element method. In the proposed approach, the Taylor expansion technique at the initial guess strain is used to evaluate the hoop strain at adjacent points and the least square method are employed to match the numerical results and the known test results. Finally, the developed algorithm is verified by solving the silo with internal wall.

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Edited by:

Chaohe Chen, Yong Huang and Guangfan Li

Pages:

6018-6021

DOI:

10.4028/www.scientific.net/AMR.243-249.6018

Citation:

X. P. Liang and H. Wang, "Anti-Calculated Method of Static Pressure for Silo", Advanced Materials Research, Vols. 243-249, pp. 6018-6021, 2011

Online since:

May 2011

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Price:

$35.00

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