Preliminary Study on Performance of the Prestressed Concrete Hollow Retaining Pile in Lateral Force Resistance

Ru Zhang; Ping Yan

doi:10.4028/www.scientific.net/AMM.405-408.474

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 405-408Preliminary Study on Performance of the...

Preliminary Study on Performance of the Prestressed Concrete Hollow Retaining Pile in Lateral Force Resistance

Abstract:

Prestressed concrete hollow retaining pile in lateral force resistance can effectively increase the bending height because of their hollow, so it can play a good effect in the pit maintenance .We will research and explore some problems about the innovative structure ,such as the suitable value of tension control stress , reasonable calculation method for flexural bearing capacity, shear lag effect causing by the hollow and using finite element analysis to verify. Do some preliminary research on some basic properties of the structure and lay the foundation for follow-up studies.

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Periodical:

Applied Mechanics and Materials (Volumes 405-408)

Pages:

474-477

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.405-408.474

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Online since:

September 2013

Authors:

Ru Zhang, Ping Yan

Keywords:

Finite Element Analysis (FEA), Normal Section Flexural Bearing Capacity, Shear Lag Effect, Tension Control Stress

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References

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