Finite Element Analysis of Unbonded Prestressed Concrete Silos

Abstract:

in this paper, making coal storage silo that diameter is a 120 m as the background, researched warehouse wall and pile caps using finite element method. In articles, the finite element analysis of soil, study the influence of prestressed reinforcement about prestressed effect, the structural response analysis under different stack forms and seismic analysis. The results show that: inside and outside temperature difference makes maximum stress, full load can reflect the other coal pile forms, the ability of resist the earthquake is strong.

• Periodical: Applied Mechanics and Materials (Volumes 578-579)
• Pages: 60-65
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.578-579.60
• Online since: July 2014
• Authors: Guang Shu Xu, Huan Qin Liu
• Keywords: Cylindrical Silo, Earthquake, Unbonded Prestress

References

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