Finite Element Analysis of the Destroy of Pressure Reducing Cone's Column in the Cement Silo

Kai  Hu; Din Ge Kong

doi:10.4028/www.scientific.net/AMR.790.155

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 790Finite Element Analysis of the Destroy of Pressure...

Finite Element Analysis of the Destroy of Pressure Reducing Cone's Column in the Cement Silo

Abstract:

Pressure reducing cones columns in the cement silos of a factory appeared a lot of damage during use. Take two methods to checking the axial pressure of the column, and found out that the shortage of bearing capacity of the column in the original design is one of the main causes lead to the destruction. Through the modeling and analysis of pressure reducing cone by finite element analysis software, the output meet the results and proof this point of view. When designing the columns of pressure reducing cone, it is more reasonable to use normal and tangential pressure calculation formula of the hopper to calculate the load.

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Periodical:

Advanced Materials Research (Volume 790)

Pages:

155-159

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.790.155

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Online since:

September 2013

Authors:

Kai Hu, Din Ge Kong

Keywords:

Cement Silo, Column, Finite Element Analysis (FEA), Pressure Reducing Cone

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References

[1] Cui Yuanrui, Gui Hengshi, et al. GB50077-2003 China code design of reinforced concrete silo. Bejing: China Planning Press, (2004). (in Chinese).

Google Scholar

[2] Yuan Fang. Analysis of bulk-solid pressures on curve walls and its engineering application. PhD thesis, Dalian university of technology, China, (2004). (in Chinese).

Google Scholar

[3] Reimbert M; Reimbert A. Silos: theory and practice. Trans Tech Publications, Clausthal, (1976).

Google Scholar

[4] Chen Changbing. Research on lateral bulk-solid pressures on silo's wall. PhD thesis, Hefei university of technology, China, (2006). (in Chinese).

Google Scholar

[5] Liu Dinghua; Hao Jiping. Journal of Building Structures, Vol. 16, No. 5, (1995), pp.57-63. (in Chinese).

Google Scholar

[6] Liu Dinghua, Wei Yihua. Architectural Science, Vol. 14, No. 4, (1998), pp.14-18. (in Chinese).

Google Scholar

[7] Jenike A W. Powder technology, Vol. 50, No. 3, (1987), pp.229-236.

Google Scholar

[8] Li Xingzhao. Measurements and analyses of wall pressure in grain squat silo with large diameter. Master's thesis, Henan university of technology , China, (2004). (in Chinese).

Google Scholar