THE STRUCTURAL ANALYSIS OF STEEL SILOS WITH CYLINDRICAL-WALL BEARING AND PROFILE-STEEL BEARING

Authors

  • Zhengjun Tang School of Civil Engineering, Wuhan University, Wuhan, Hubei, 430072, P.R. China
  • Daibiao Zhou Central Southern China Electric Power Design Institute of China Power Engineering Consulting Group Corporation, Wuhan, Hubei, 430072, P.R. China
  • Chenwei Peng School of Civil Engineering, Wuhan University, Wuhan, Hubei, 430072, P.R. China
  • Wenping Wu School of Civil Engineering, Wuhan University, Wuhan, Hubei, 430072, P.R. China

DOI:

https://doi.org/10.14311/CEJ.2015.02.0012

Keywords:

Steel silo, finite element analysis, structural failure, stiffening steel, profile steel.

Abstract

The silos are widely used in bulk material in many fields such as agriculture, mining, chemical, electric power storage, etc. Thin metal cylindrical silo shells are vulnerable to buckling failure caused by the compressive wall friction force. In this paper, the structural analysis of two types of steel silo with cylindrical-wall bearing and profile-steel bearing is implemented by Abaqus finite element analysis. The results indicate that under the same loading conditions, steel silos with profile-steel bearing and cylindrical-Wall bearing have similar values in Mises stress, but the steel silo with profile-steel bearing has a smaller radial displacement and a better capability of buckling resistance. Meanwhile, the total steel volumes reduced 8.0% comparing to the steel silo with cylindrical-wall bearing. Therefore, steel soil with profile-steel bearing not only has a less steel volumes but also a good stability.

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References

Hotala E., Skotny L. , 2014. Experimental Investigations on the Stability of Stiffened Cylindrical Shells of Steel Silos. Journal of constructional steel research, vol. 96: 81-94.

Iwicki P., Wojcik M., Tejchman J., 2011. Failure of Cylindrical Steel Silos Composed of Corrugated Sheets and Columns and Repair Methods Using a Sensitivity Analysis. Engineering Failure analysis, vol. 18: 2064-2083.

Ravenet J., 1981, Silo Problems. Silos, bins & bunkers, vol.1: 667-679.

Carson J. W., Goodwill D.J.,1984.The Design of Large Coal Silos for safety, Reliability and Economy. Bulk Solids Handling, vol. 4: 173-177.

Zhao Y., Yu J., 2005. Stability Behavior of Column-Supported Steel Soils with Engaged Columns. In: Proceedings of the Fourth International Conference on Advances in Steel Structures, Edited by Z. Y. Shen, G.Q. Li, S.L. Chan, 1521-1526.

Dassault Systèmes, 2009. ABAQUS User’s Manual, Version 6.9.

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Published

2015-07-31

How to Cite

Tang, Z., Zhou, D., Peng, C., & Wu, W. (2015). THE STRUCTURAL ANALYSIS OF STEEL SILOS WITH CYLINDRICAL-WALL BEARING AND PROFILE-STEEL BEARING. Stavební Obzor - Civil Engineering Journal, 24(2). https://doi.org/10.14311/CEJ.2015.02.0012

Issue

Vol. 24 No. 2 (2015)

Section

Articles

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