Paper Title:
Anti-Calculated Method of Static Pressure for Silo
  Abstract

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, H. Wang, "Anti-Calculated Method of Static Pressure for Silo", Advanced Materials Research, Vols. 243-249, pp. 6018-6021, 2011
Online since
May 2011
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Xue Ping Chang, Jun Liu, Shi Rong Li
Abstract:The aim of this paper is to introduce a virtual crack closure technique based on EFG method for thread-shape crack. The cracked component is...
3752
Authors: Jun Ying Ge, Hao Zhang
Abstract:For concrete bridge, creep effect throughout the whole process that from construction to the entire service life, and it has large effect on...
1915
Authors: Wen Jun Pan, Xian Guo Ye, Lei Chang
Abstract:With the generalized displacement parameters of spline knots chosen as basic unknowns, the node displacement functions of spatial mega frames...
6049
Authors: Hui Hui Chen, Cheng Jia
Chapter 11: Friction and Vibration
Abstract:For the purpose of construction an effective element model, the US- FE-LSPIM TRI3 element formulation, which is based on the concept of...
1278
Authors: Chao Jiang Fu
Chapter 2: Structural Engineering
Abstract:A new geometric nonlinear formulation for large-deflection static problems involving complex space truss structure is presented. Based on the...
505